Tujuan Pembelajaran Learning Objectives

  [Fakultas Teknik Sipil dan Perencanaan] [Faculty of Civil Engineering and Planning] Program Studi Department

  3 RC09-2322 Advanced Soil Testing

  4 RC09-2327 Peat Soil

  2

  3 RC09-2398 Research Methodology

  3

  2 RC09-2326 Soil Dynamics

  3

  1 RC09-2325 Foundation Engineering and Geotechnical Model

  13 SEMESTER 2

  3

  3 RC09-2324 Soil Rheology

  4 RC09-2323 Rock Mechanics

  3

  2

  PROGRAM STUDI PASCASARJANA JURUSAN TEKNIK SIPIL ITS [Post Graduate Program, Civil Engineering Department, ITS] Jenjang Pendidikan Programme

  2 RC09-2321 Statistical Analysis for Geotechnical Engineering

  2

  1 RC09-2320 Engineering Mathematics

  Geotechnical Engineering

NO. CODE COURSE TITLE CREDITS

SEMESTER 1

  Asset Management Students be able to do research and communicate the result in Indonesian and English language Students be able to improve theirself continually to be the expert in their field

Students be able to take doctoral program

  e. Transportation Engineering and Management f.

  d. Water Resource Engineering and Management

  

c. Construction Project Management

  b. Geotechnical Engineering

  Graduate Competence Students have competency as the experts in one of divisions below: a. Structural Engineering

  Konstruksi, Manajemen dan Rekayasa Sumber Air, Manajemen dan Rekayasa Transportasi, Manajemen Aset. Mampu melakukan riset dan mengkomunikasikan hasilnya dalam bahasa Indonesia dan bahasa Inggris. Mampu untuk mengembangkan diri secara terus menerus

sebagai tenaga ahli sesuai bidangnya.

Mampu melanjutkan pendidikan ke strata S3.

  [PROGRAM MAGISTER] [Master Program] Kompetensi Lulusan Memiliki kompetensi sebagai tenaga ahli, sesuai stratanya, pada salah satu bidang: Struktur, Geoteknik, Manajemen Proyek

  2 RC09-2328 Advanved Soil Mechanics

  2 Elective Subjects

  3 SEMESTER 3 RC09-2329

  1 Ground Improvement Method

  2 SEMESTER 4

  1 RC09-2399 Thesis

  6 ELECTIVE SUBJECTS RC09-2421 Finite Element Method

  1

  3 RC09-2422 Dewatering and Excavation

  2

  3 RC09-2423 Soil and Rock Dams

  3

  3 [RC 09 -2313]: [Matematika Rekayasa] MATA KULIAH/ COURSE [RC 09-2313]: [Engineering Mathematics]

  TITLE

  Credits: [3 sks/ 3 credits] Semester: [1]

  Tujuan Pembelajaran

  Mahasiswa mampu memahami berbagai penyelesaian metode matematis dan

TUJUAN PEMBELAJARAN/

  mampu menggunakannya dalam permodelan di bidang tenik sipil

LEARNING OBJECTIVES

  Learning Objectives

  Student are able to understand the various of mathematic solution method and able to use in civil engineering modeling Kompetensi

  1. Mahasiswa mampu menjelaskan dan merumuskan dengan benar tentang eliminasi gaus, sistem dinamis, dan nilai eigen

  2. Mahasiswa mampu menjelaskan, merumuskan dan manganalisis kesetimbangan dalam struktur (diskrit ,continuum dan permasalahan nilai batas

  3. Mahasiswa mampu menjelaskan dan merumuskan persamaan kesetimbangan dalam permasalahan kontinuitas, fluida dan elemen solid.

  4. Mahasiswa mampu menjelaskan, merumuskan dan manganalisis berbagai metode untuk menyelesaikan berbagai permasalahan kesetimbangan

  5. Mahasiswa mampu menjelaskan, merumuskan dan manganalisis tentang metode beda hingga untuk penyelesaian nilai awal

  KOMPETENSI/

  6. Mahasiswa mampu menjelaskan, merumuskan dan manganalisis tentang optimasi

  COMPETENCY untuk permasalahan kesetimbangan dan dinamis

  Competency

  1. Students able to explain about Design Concept, Reformulate and Analyzing gaus elimination, dynamic system and eigen value

  2. Student able to explain, reformulate and analyzing the Equilibrium in structures (discrete and continuum).

  3. Student able to explain, reformulate and analyzing the analyzing the Equilibrium in continuum ,fluid and solid problem

  4. Student able to explain, reformulate and analyzing the analyzing the various method to solve any equilibrium problem

  5. Student able to explain, reformulate and analyzing the analyzing the finite difference method for initial value problem

  1. Student able to explain, reformulate and analyzing the analyzing the Optimization in equilibrium and dynamic problems Pokok Bahasan

  1. Pendahuluan

  2. Eliminasi Gaus

  3. Sistem dinamis dan nilai Eigen

  4. Kesetimbangan dalam struktur : diskrit dan kontinuitas (persamaan diferensial)

  5. Kesetimbangan dalam struktur : permasalahan nilai batas

  6. Kesetimbangan dalam permasalahan kontinuitas

  7. Kesetimbangan dalam fluida dan elemen solid

  8. Metode Analisa dalam persamaan kesetimbangan

  9. Metode Numerik : Sebagai alat untuk menyelesaikan kesetimbangan dan permasalah dinamis

  10. Kerangka kerja dari aplikasi pada permasalahan dinamis : masalah nilai awal

  11. Metode beda hingga untuk permasalahan nilai awal

  12. Optimasi dalam permasalahan kesetimbangan dan dinamis

POKOK BAHASAN/

  SUBJECTS

  Subjects

  2. Introduction

  3. Gauss elimination

  4. Eigen value and dynamic system

  5. Equilibrium in structures: discrete and continuum (differential equation)

  6. Equilibrium in structures: boundary value problems

  7. Equilibrium in continuum cases

  8. Equilibrium on fluids and solids

  9. Analytical method in equilibrium problem

  10. Numerical method: tool for solving equilibrium and dynamic problems

  11. Framework of application of dynamic problem: initial value problem

  12. Finite difference method for initial value problem

  13. Optimization in equilibrium and dynamic problems Pustaka Utama/References 1. Gilbert, S. 1990, “Introduction to Applied Mathematics,” Wesley-Cambridge Press.

PUSTAKA UTAMA/

  2. Bellomo, N. and Preziasi, L. 1994, “Modeling Mathematical Methods and

  REFERENCES Scientifics Computation,” CRC Press.

  3. Penny, J. and Lindfield, G. 2000, “Numerical Methods using Matlab,” PrenticeHall.

  MATA KULIAH / [RC09-2321] : [Analisa Data dan Keandalan untuk Geoteknik] COURSE TITLE [RC09-2321] : [Data Analysis and Reliability for Geotechnical

  Engineering] Credits : [sks/2] Semester : [I] TUJUAN Tujuan Pembelajaran PEMBELAJARAN / LEARNING Learning Objectives

  OBJECTIVES KOMPETENSI /

  ¾ Kompetensi COMPETENCY

  ¾ Competency POKOK BAHASAN /

  ¾ Pokok Bahasan SUBJECTS

  Variabilitas dari sifat-sifat tanah

  a. Pendekatan statistik dan probabilitas dalam mekanika tanah b. Beberapa konsep dan definisi

  c. Mengingat kembali beberapa perhitungan dalam mekanika tanah dan pondasi d. Distribusi statistik dari sifat-sifat tanah

  e. Korelasi antar parameter tanah

  f. Variasi spasial Test Distribusi Statistik

  2

  a. Test

  b. Type test lainnya Analisa Keandalan pada stabilitas lereng a. Pendahuluan

  b. Koefisien keamanan & probabilitas keruntuhan

  c. Metoda-metoda perhitungan probabilitas

  d. Analisa probabilitas kestabilan lereng Analisa Keandalan pada Pondasi Dangkal dan Dinding Penahan Tanah

  a. Pendahuluan

  b. Metoda aktual analisa keamanan

  c. Perbandingan dari beberapa metode probabilitas keruntuhan Analisa Keandalan dari penurunan tanah

  a. Pendahuluan

  b. Analisa probabilitas dari besarnya penurunan

  c. Analisa probabilitas dari kecepatan penurunan Teori Keputusan a. Pendahuluan

  b. Keputusan terhadap dasar-dasar informasi yang ada

  c. Analisa akhir

  d. Analisa kombinasi

  e. Contoh studi kasus ¾ Subjects Variability of soil characteristics

  a. Approachment of statistics and probablistic in soil mechanics c. Remind the several calculations on soil mechanics and foundation d. Statistic distribution of soil characteristics

  e. Correlation between soil parameter

  f. Spatial variation

Statistics Test of Distribution

  2

  a. Test

  b. Other type of tests Reliability analysis on slope stability a. Introduction

  b. Safety coefficient and failure probability

  c. Methods of probability calculation

  d. Probability Analysis of Slope Stability Reliability analysis on shallow foundation and retaining wall

  a. Introduction

  b. Actual method of safety analysis

  c. Comparation of several failure probability methods Reliability analysis of soil settlement a. Introduction

  b. Probability analysis of settlement amplitude

  c. Probability analysis of settlement velocity Decision Theory a. Introduction

  b. Decision of available basic information

  c. Final analysis

  d. Combination analysis

  e. Example of case study PUSTAKA UTAMA /

  ¾ References REFERENCES

  a. MAGNAN J.P (1982) : Les Methodes Statistiques et Probabilites en Mécanique des Sols. Presses de I’ENPC- Pa b. FAVRE J.L (1985) : Analyse de la Securite, fiabilité-risque. Ecole Centrale Paris c. FAVRE J.L (1985) : Analyse de données géotechniques. Ecole Centrale Paris

d. BHATTACHARYA GK, JOHNSON R.A (1977) : Statistical Concepts and Methods. John Wiley & Sons.

  MATA KULIAH/ [RC09-2323]: [Mekanika Batuan]

COURSE TITLE

  [RC09-2323]: [Rock Mechanics]

  Credits: [3sks/ ] Semester: [I]

TTUJUAN PEMBELAJARAN/

  LEARNING OBJECTIVES

  Tujuan Pembelajaran (Bhs. Indonesia) Memberikan pemahaman kepada Mahasiswa mengenai perilaku teknis suatu lapisan batuan apabila menerima beban- beban akibat konstruksi seperti : Tekanan Pondasi, Pembangunan Trowongan, Pembuatan Galian untuk Jalan dll.

  Learning Objectives (Bhs.Inggris) : Being able to understand the technical behavior of Rock Layers when its receives construction load such as Foundation Compression, Tunnel Construction, Road Exavation etc KOMPETENSI/ COMPETENCY

  Kompetensi (Bhs. Indonesia)

  1. Mampu menentukan parameter & perilaku teknis dari suatu massa batuan

  2. Mampu menentukan & menghitung tegangan dan deformasi yang terjadi pada suatu lapisan massa batuan yang menerima beban konstruksi atau akibat adanya konstruksi. Competency (Bhs. Inggris) 1. Being able to determines the Parameter & Technical Behavior of Rock Mass layers.

  2. Being able to determines & calculates the developing Stresses and deformation on Rock Mass Layers when its receives load construction or the consequences of construction. POKOK BAHASAN/ SUBJECTS

  Pokok Bahasan (Bhs. Indonesia)

  Pendahuluan

a. Pengenalan mengenai Batuan, jenis jenis batuan, perbedaan antara batuan satu dengan lainnya.

  a. Praktikum Batuan di Laboratorium

  Sifat Teknis Batuan

  d. Bidang Bidang perlemahan pada Batuan.

  Penggunaan Stereographic Projection

  a. Pengertian Stereographic Projection b. Cara melakukan pengukuran.

  c. Penggunaan Stereographic Projection

  Deformabilitas Batuan

  a. Mengukur deformabilitas batuan dengan test statis b. Plate bearing test dan test yang lain.

  c. Pengaruh waktu pada deformasi batuan

  Aplikasi Mekanika Batuan pada Teknik Sipil

  a. Penggunaan pada Teknik Pondasi

  b. Penggunaan pada Talud Batuan

  c. Penggunaan Angker

  b. Penggunaan Mekanika Batuan di Lapangan dan contoh kelongsoran batuan akibat beban koanstruksi

  b. Klasifikasi & Sifat Index Batuan c. Kekuatan Geser Batuan dan Kriteria Keruntuhan.

  Applikasi mekanika batuan pada Teknik terowongan

  a. Pengertian dan definisi terowongan

  b. Macam-macam tujuan pembuatan terowongan

  c. Bentuk-bentuk penampang terowongan Kelakuan material batuan sebagi material diskontinu a. Nature diskontinuitas material

  b. Kelakuan diskontinu material batuan

  c. Model Hayashi dan Trollope

  d. Parameter material diskontinu Kestabilan material terowongan a. Kemungkinan-kemungkinan keruntuhan material

  b. Perhitungan kestabilan material Perhitungan kestabilan terowongan a. Keseimbangan kondisi inisial material

  b. Prinsip studi stabilitas dan penahan terowongan

  c. Kestabilan pada domain elastis

  d. Kestabilan pada domain elastoplastis

  e. Kestabilan terowongan dangkal Subject (Bhs.Inggris):

  Introduction a. Introduce about Rocks & many kinds of rocks and their differences.

  b. Using rock mechanics in field and an example of rocks failure caused by load constructions

  Engineering Properties of Rocks

  a. Rock Practices in Laboratory b. Classification and Index Properties of Rocks.

  c. Rock Strength and Failure Criteria

  d. Planes of weakness in rocks

  The Use of Stereographic Projection a. The understanding of Using Stereographic Projection.

  b. How to draw, Measure & Read the Projection.

  c. Application of Stereographic Projection.

  Deformability of Rocks a. Measurement of Rock Deformability by Static test.

  b. Plate Bearing Test & other tests for Deformability.

  c. The Influence of Time on Rock Deformation.

  Applications of Rock Mechanics to Civil Engineering.

  a. Applications to Foundation Engineering.

  b. Applications to Rock Slope Engineering

  c. Using Anchored on Rock Engineering Tunneling in Rock

  a. Definition and understanding of tunnel

  b. Various objectives for tunnelling

  c. Various types of sections of tunnel

  Rocks as a discontinus material

  a. Nature of discontinuities

  b. Behaviour of rocks as discontinue materials

  c. Hayashi and Trollope models

  d. Parameters of discontinue materials Stability of tunnel materials

a. The possibilities of rupture of materials for tunnelling

  b. Calculation of stability of tunnel materials The calculation of tunnel stability a. Calculation of initial equilibrium of material for tunnel.

  b. The principle study of tunnel stability and their retaining structure

  c. Stability in elastic domain

  d. Stability in elastoplastic domain

  e. Stability of shallow tunnel

  Pustaka Utama :

  nd

  ed. John Wiley & Sons, New

1. Goodman,R. E. (1989), “Introduction to Rock Mechanics”, 2 York.

PUSTAKA UTAMA/

  rd

  ed, The Institut of Mining and

  2. Hoek,E and Bray,J.W. (1981), “Rock Slope Engineering”, 3

  REFERENCES Metallurgy, London.

  3. Hoek,E. (2000), “Rock Engineering”, Course Notes, Canada.

  4. Panet, M, “La mecanique des roches appliquee aux ouvrage du genie civil” Ecole

  Nationale des Ponts et chaussees, 1976

  [[RC09-2324]: [Rheologi Tanah] [[RC09-2324]: [Soil Rheology) MATA KULIAH/

COURSE TITLE

  Credits: [.2sks/ ] Semester: [I] Tujuan Pembelajaran Memberikan pengertian dan dasar-dasar pemodelan rheologi dari berbagai jenis tanah dan percobaan

  TTUJUAN

  Memberikan pengertian pada mahasiswa tentang perilaku mikroskopis maupun makroskopis

  PEMBELAJARAN/

  dari berbagai macam tanah saat mengalami pembebanan dari berbagai jenis percobaan,

  LEARNING Learning Objective

  OBJECTIVES

  Giving understanding and basic rheological modellings of various type of soil and loading Given understanding to the students about microscopic and macroscopic behaviour of soil during various type of testings and loadings Kompetensi Mahasiswa dapat mampu membuat berbagai pemodelan rheologi dari dari berbagai macam jenis tanah dan percobaan

  KOMPETENSI/

  Mahasiswa mampu melakukan interpretasi tentang kelakuan mikroskopis maupun

  COMPETENCY

  makroskopis dari hasil uji tanah di laboratorium dari berbagai macam percobaan dan pembebanan Competency

  The student could be capable to create rheological modelling from various types of testing and loading of various soils The student could be capable to interpret the behaviour of soil from the microscopic and macroscopic results of various types of laboratory testings and loading of various type of soils

  Pokok Bahasan Pendahuluan

  a. Definisi dan pengertian rheologi secara umum

  b. Pengertian dan tujuan rheologi tanah

  Dasar-dasar pemodelan rheologi

b. Model-model dasar rheologi

  c. Prinsip-rinsip pembuatan persamaan mathematis model rheologi Ikatan, Struktur dan karakteristik Kristal g. Struktur Atom dan Ikatan antar atom

  h. Kristal dan Parameternya i. Penamaan Kristal j. Faktor Kontrol Struktur Kristal Mineralogi Tanah c. Mineral Non-Lempung dalam Tanah

  d. Unit Struktural Lapisan Silika

  e. Klasifikasi dan Karakteristik Mineral Lempung Penentuan Komposisi Tanah e. Metode Analisa Komposisi

  f. Analisa Difraksi X-Ray

  g. DTA dan TGA

  h. EGME i. Mercure Porosity

POKOK BAHASAN/

  j. CT Scanner SUBJECTS k. Mikroskop Optik l. Scanning Electron Microscope m. Transimission Electron Microscope Sistem Elektrolit Air-Tanah dan Air-Lempung d. Pengaruh dari ion-ion terlarut

  e. Klasifikasi mikropori dan air

  f. Sistem Elektrolit Air-Lempung Susunan Tanah dan Pengukurannya d. Definisi dan elemen susunan tanah

  e. Susunan butiran tunggal dan multi butiran

  f. Analisa kuantitatif mikro organisasi lempung Komposisi Tanah dan Sifat-sifat teknis f. Ciri-ciri teknis suatu mineral lempung

  g. Pengaruh fase lempung

  h. Atterberg limits dan activity i. Fenomena kembang susut lempung

Tegangan Efektif, Tegangan antar butiran dan Tegangan Total

  a. Tegangan antar partikel dan antar butiran

  b. Kesetimbangan tekanan air dalam tanah Struktur Tanah dan Stabilitasnya a. Pengembangan Struktur

  b. Sensitivitas & Thixotropic Hardening Hubungan Bahan (unsur penyusun), Struktur dan Sifat-sifatnya a. Bahan dan sifat-sifat anisotrop

b. Bahan, Struktur dan Perubahan Volume

  c. Tegangan-Deformasi dan perilaku kekuatan lempung Hubungan Mikro-Makro Lempung

a. Hubungan Mikro-Makro perilaku lempung

  Jenis- jenis Uji laboratorium

  a. Kebutuhan uji tanah, dan jenis-jenis uji mekanik pada tanah

  

b. Prinsip-Prinsip uji mekanik, oedometer, direct shear box, dan triaxial

  Alur tegangan-regangan dan invariant

  a. Alur tegangan dalam sistim sumbu : , ’: ’,t:s,t’:s’

  1

  3

  1

  3

  

b. Invariant tegangan, dan tegangan dalam sistim sumbu p:q, dan p’:q’

  c. Invariant regangan, alur regangan, dan regangan volumetrik

  Kelakuan tanah akibat pembebanan

  a.Model sederhana kompresi dan konsolidasi

  b. Kompresi isotrop untuk lempung,model mathematic kompresi isotrop

  Critical state line

  a. Kelompok undrained test dan drained test

  b. Bidang drained dan undrained

  c. Critical state line dan Roscoe Surface

  d. Kelakuan tanah overconsolidated dan Hvorslev surface

  e. Kelakuan tanah pasir dan model Taylor

  Kelakuan tanah sebelum runtuh

  a. Deformasi plastis dan elastic

  b. Essensial teori plastisitas dan teori plastisitas tanah

  c. Cam-clay model

  Subjects Introduction

  a.Definition and generality

b. Understanding and objective soil rheology

  Rheological model

a. Rheologial basic models

  b. Mathematical equation principle of rheological models Bonding, Crystal Structure & Characteristics a. Atomic Structure & Inter atomic bonding

  b. Crystals & their properties

  c. Crystal Notation

  d. Factors Controling Crystal Structure Soil Mineralogy a. Non clay minerals in soils

  b. Structural units of the layer silicates

  c. Classification and characteristics of clay minerals Determination of Soil Composition a. Methods for compositional analysis

  b. X-Ray diffraction analysis

  c. Differential Thermal & Thermogravimetric Analysis

  d. EGME

  e. Mercure Porosity

  f. CT Scanner

  g. Microscope optic

  h. Scanning Electron Microscope i. Transmission Electron Microscope

  Soil Water and Clay-Water Electrolyte System

  a. The influence of dissolved ions

  b. Micropore & Water Classifications

  c. Clay-water electrolyte system Soil Fabric and its Measurement a. Definition of fabrics and fabrics elements

  b. Single grain & multi grain fabrics

  c. Quantitative analysis of micro organisation clay particles Soil composition & Engineering Properties a. Engineering properties of the clay minerals

  b. Influence of clay phase

  c. Atterberg limits & activity

  d. Shrink-Swell Phenomena of clay Effective, Intergranular and Total Stress a. Interparticle & Intergranular pressures

  b. Water pressure equilibrium in soil Soil Structure and its Stability a. Structure Development

  b. Sensitivity & Thixotropic Hardening Fabric, Structure&Property Relationships a. Fabric and property anisotropy

  b. Fabric, structure and volume change

  c. Stress-deformations & strength behavior of clay Micro-Macro Relationship of Clay Micro-Macro relationship of clay behavior

  Laboratory testing of soil

  d. Requirements of soil loading test

  e. Soil testing principle for oedometer,direct shear box, and triaxial

  Stress – strain paths and invariant

  : ’ = : ; t:s,t’:s’

  a. Stress paths with ’

  1

  3

  1

  3

  b. Invariants of stress,and stress path with q’:p’ or q:p axes

  c. Invariants of strain,strain paths and volumetric strains Soil behavior during loading

  a. Compression and consolidation – A Simple model

  b. Isotropic compression of clay,mathematical representation of isotropic compression Critical state line

  a. Families of undrained tests and drained tests

  b. Drained and undrained planes

  c. Critical state line and Roscoe surface

  d. The Behaviour of overconsolidated sample and Hvorslev surface

  e. The behaviour of sands and Taylor’s model Soil behavior before failure

  a. Elastic and plastic deformation

  b. Essensial of plasticity theory

  c. Cam-clay model

  Pustaka Utama

  1. Atkinson J.H and Bransby P.L. The mechanics of soils, An introduction to critical state of Soil mechanics, McGraw-Hill Book Company Limited,1978

2. George Mase, Theory and problem of Continuum mechanics, Schaum’ outline series

  McGraw-Hill Book Company,1970

  3. Schofield and C.P. Wroth, Critical State in Soil Mechanics, McGraw-Hill Book Company limited, 1968

  4. Suklje L, Rheological aspects of soil mechanics, Wiley-Interscience, 1969 5. Mitchell J.K. (1993), Fundamentals of Soil Behaviour. John Wiley&Sons, Inc.

  nd Edition McGraw-Hill Book Co.

  6. Grim, R.E. (1968), Clay Mineralogy 2

  7. Wahyudi, H. (1991), Etude des proprietes mécaniques des matériaux argileux en relation avec leur organisation ā differentes echelles., These de Docteur. Ecole Central Paris.

  RC09-2327: Tanah Gambut [Peat Soil] MATA KULIAH/

COURSE TITLE

  2sks / 2 Credits Semester: [II]

  TTUJUAN

  Tujuan Pembelajaran

  PEMBELAJARAN/ LEARNING

  Learning Objective OBJECTIVES

  Kompetensi Mahasiswa mampu menjelaskan proses terbentuknya tanah gambut, perilaku dan sistim klasifikasi tanah gambut, model empiris dan model reologi tanah gambut; mampu menerapkan model reologi untuk memprediksi pemampatan tanah gambut di lapangan; dan mampu menentukan parameter

  KOMPETENSI/ tanah gambut di laboratorium.

  COMPETENCY Competency Students are able to explain peat soil formation, peat soil behavior and its classification method, empirical and rheological models of peat soils; able to predict peat compression in the field using the

rheological model; and able to determine peat soil parameters in the laboratory.

  Pokok Bahasan Proses terbentuknya tanah gambut; Metal ion exchange capacity, sifat phisik dan teknis, water retention, serta klasifikasi tanah gambut; Perubahan perilaku tanah gambut dengan variasi kandungan organik; Perilaku pemampatan tanah gambut berserat, model empiris pemampatan tanah gambut, dan model rheologi tanah gambut berserat; Perilaku tegangan-regangan dan kekuatan geser tanah gambut; Penentuan parameter tanah gambut di laboratorium; Penyelidikan tanah di lapangan; Beberapa cara penyelesaian masalah tanah gambut di lapangan.

  Praktikum di laboratorium untuk menentukan parameter tanah gambut

POKOK BAHASAN/

  SUBJECTS Main Subject Process of peat soil formation; Metal ion exchange capacity, physical and engineering properties, water retention, and classification of peat soil; Change in peat soil properties with variation of organic content; Compression behavior of fibrous peat, empirical model of peat consolidation, and rheology model for fibrous peat soil; Stress-strain and strength behavior; Method for determining peat soil parameters in laboratory and for peat soil exploration in the field; Solutions of peat soil problems in the field.

  Laboratory works for determining peat soil parameters.

  REFERENCES ASTM, STP 820 (1983). Testing of Peats and Organics Soils. A Symposium Sponsored by ASTM

Committee D-18 on Soil and Rocks, Toronto, Canada. Jarret, P.M. Editor.

PUSTAKA UTAMA/

  Day. J. H., P.J. Rennie, W. Stanek, and G.P. Raymond, Editor (1979). Peat Testing Manual. National REFERENCES

  Research Council of Canada Associate Committee on Geotechnical Research, Technical Memorandum No 125. Fuchsman, C. H. (1986). Peat and Water: Aspects of Water Retention and Dewatering in Peat. Elsevier Haan, E. D., R. Termaat, and T.B. Edil, Editor (1994). Advances in Understanding and Modelling the Mechanical Behaviour of Peat. Proc. Of The International Workshop on Advances in Understanding and Modelling the Mechanical Behaviour of Peat, Delft, Netherland, June 1993.

  A.A. Balkema / Rotterdam / Brookfield. MacFarlane, I. C. Editor (1969). Muskeg Engineering Handbook. University of Toronto Press.

  RC09-2329: Metode Perbaikan Tanah [Ground Improvement Method] MATA KULIAH/

COURSE TITLE

  2 sks / 2 credits Semester: [III]

TUJUAN PEMBELAJARAN/

  LEARNING OBJECTIVES Kompetensi Mahasiswa mampu merencanakan perbaikan tanah sulit, yaitu tanah lunak dan tanah kembang susut;

  KOMPETENSI/ mampu merencanakan reklamasi dan cara melakukan monitoring di lapangan serta analisisnya.

  COMPETENCY Competency Students are able to design ground improvement for difficult soils: soft soil and swelling soil; and able to design soil reclamation, field monitoring, and its analysis.

  Pokok Bahasan:

  1. Metode-Metode untuk Memperbaiki Tanah Bermasalah: Metode perbaikan tanah masa kini; Pengenalan geosynthetics dan penggunaannya; Perencanaan stone column, geotextile, dan cerucuk untuk peningkatan daya dukung tanah; serta Tanah kembang- susut dan metoda penanggulangannya,

  2. Reklamasi Material reklamasi; Metoda pelaksanaan reklamasi; Perencanaan reklamasi; Perbaikan tanah untuk reklamasi; Soil monitoring dan Analisisnya.

POKOK BAHASAN/

  SUBJECTS Main Subjects:

  1. Improvement Methods for Difficult Soil: Current ground improvement methods; Introduction to geosynthetics and its utilization; Design of stone column, geotextile, and micro pile for improvement of soil bearing capacity; Swelling soil and its solution.

  2. Soil Reclamation Reclamation materials; Construction method of reclamation; Reclamation design; Ground improvement for reclamation; Soil monitoring and its analysis.

  REFERENCES _nd

Grim R.E. (1968). Clay Mineralogy 2 edition. Mc Graw Hill, New York.

  Ingles, O.G. dan J.B.Metacalf (1972). Soil Stabilization: Principles and Practice. Butterworths, Sydney- Melbourne-Brisbane.

PUSTAKA UTAMA/

  _nd Koerner, R. M. (1990). Designing with Geosynthetics. 2 Edition, Prentice-Hall Inc. New Jersey

  REFERENCES NAVFAC DM-7 (1971). Design Manual, Soil Mechanics, Foundation and Earth Structures. Department of Navy Naval Facilities Engineering Command, Virginia, USA US Department of Transportation (1983). Design and Construction of Stone Columns. The National Technical Information Service, Springfield, Virginia, USA.

  [RC09-2398]: [ Metodologi Penelitian] [RC09-2398]: [Methodology of Research]

MATA KULIAH/

  Credits: [ 2 sks/ ] Semester: [II]

TTUJUAN PEMBELAJARAN/

  Mahasiswa mampu memahami dan menganalisa permodelan struktur dengan metode

  TUJUAN PEMBELAJARAN/ Tujuan Pembelajaran

  Credits: [3 sks/ 3 credits] Semester: [II]

  TITLE [RC09-2421]: [Metode Elemen Hingga] [RC09-2421]: [Finite Element Method]

  Pustaka Utama

  REFERENCES

  Schedule and Budget Proposal of Research Composition for Scientific Writings Writing of papers for Proceedings and Journals.

  Writing Introduction of Research/Thesis Proposals Literatures Review Research Methodology Analyses and Conclusions of Research List of References and Bibliographies.

  Gap Analysis to determine Research Problems Formats of Research Proposals and Research Reports

  Analisa GAP utk mencari Permasalahan Penelitian Format Proposal Penelitian dan Format Laporan Penelitian Pendahuluan dari Proposal Penelitian/ Proposal Thesis Tinjauan Pustaka Metodologi Penelitian Analisa dan Kesimpulan Penelitian Daftar Acuan dan Daftar Pustaka Jadwal dan Usulan Biaya Penelitian Komposisi untuk Penulisan Ilmiah Penulisan untuk Makalah (Prosiding Seminar dan Jurnal)

  methods to prepare their Thesis/Research Report and methods to write papers for Proceedings and Journals. POKOK BAHASAN/ MAIN SUBJECTS

  Students are able to prepare Research Proposal for their Thesis, and able to explain

  Mahasiswa mampu untuk menyusun Proposal Penelitian untuk Thesisnya dan dapat menerangkan cara menyusun Laporan Penelitian dan cara menulis makalah ilmiah untuk Prosiding Seminar dan Jurnal

  Learning Objective KOMPETENSI/ COMPETENCY

  Tujuan Pembelajaran

  LEARNING OBJECTIVES

PUSTAKA UTAMA/

MATA KULIAH/ COURSE

LEARNING OBJECTIVES

  elemen hingga

  Learning Objectives

  Student are to be able to understand and analyze structural modeling on the finite element method Kompetensi

  7. Mahasiswa mampu menjelaskan matrik dan teori elastisitas

  8. Mahasiswa mampu menjelaskan dan menganalisa prosedur komputasional

  9. Mahasiswa mampu menjelaskan dan menganalisa perumusan elemen dasar

  10. Mahasiswa mampu menjelaskan, dan menganalisa Elemen Linear Triangle and Quadratic Triangle

  11. Mahasiswa mampu menjelaskan, dan menganalisa Elemen Bilinear Triangle and Quadratic Triangle

  12. Mahasiswa mampu menjelaskan, dan menganalisa Elemen Assembly

  13. Mahasiswa mampu menjelaskan, dan menganalisa Fungsi Interpolasi

  14. Mahasiswa mampu menjelaskan, dan menganalisa Perhitungan Tegangan

  15. Mahasiswa mampu menjelaskan, dan menganalisa Teknik Penyelesaian kesetimbangan dengan berbagai metode

  16. Mahasiswa mampu menjelaskan, dan menganalisa Aplikasi Elemen Isoparametrik

  17. Mahasiswa mampu menjelaskan, dan menganalisa Erorr, Estimasi Error dan Konvergensi

  18. Mahasiswa mampu menjelaskan, dan menganalisa Tinjauan permodelan dan penggunaan software

  19. Mahasiswa mampu menjelaskan, dan menganalisa metode elemen hingga dalam

  KOMPETENSI/

  struktur, dinamis dan getaran

  COMPETENCY

  Competency

  6. Students are able to explain matrix and theory of elasticity

  7. Students are able to explain and analyze computational procedure

  8. Students are able to explain and analyze formulation of basic elements

  9. Students are able to explain and analyze Linear Triangle and Quadratic Triangle elements

  10. Students are able to explain and analyze Bilinear Triangle and Quadratic Rectangle elements

  11. Students are able to explain and analyze Element Assembly

  12. Students are able to explain and analyze Interpolation Functions

  13. Students are able to explain and analyze Stress Calculation

  14. Students are able to explain and analyze Formulation Technique in Variation Methods

  15. Students are able to explain and analyze Application of Isoparametrics Elements

  16. Students are able to explain and analyze Error, Error Estimation and Convergence

  17. Students are able to explain and analyze Modeling Consideration and Software use

  18. Students are able to explain and analyze FE in Structural and Dynamics and Vibrations

  Pokok Bahasan

  1. Pendahuluan

POKOK BAHASAN/

  2. Review matrik dan teori elastisitas

  SUBJECTS

  3. Prosedur komputasional

  4. Perumusan Elemen Dasar

  5. Elemen Linear Triangle and Quadratic Triangle

  6. Elemen Bilinear Triangle and Quadratic Rectangle

  7. Elemen assembly

  8. Fungsi Interpolasi

  9. Perhitungan Tegangan

  10. Teknik Perumusan dengan berbagai metode

  11. Elemen Isoparametrik

  12. Aplikasi dari Elemen isoparametrik

  13. Error, Estimasi Error dan Konvergensi

  14. Tinjauan permodelan dan penggunaan software

  15. Metode Elemen Hingga dalam struktur dinamis dan getaran Subjects

  1. Introduction

  2. Review of Matrix, Theory of Elasticity

  3. Computational Procedures

  4. Basic Elements – Formulation

  5. Linear Triangle (CST) and Quadratic Triangle (LST) elements

  6. Bilinear Rectangle (Q4), Quadratic Rectangle (Q8, Q9) elements

  7. Interpolation Functions

  8. Element Assembly

  9. Stress Calculation

  10. Formulation Technique – Variation Methods

  11. Isoparametric Elements

  12. Application of Isoparametric Elements

  13. Error, Error Estimation and Convergence

  14. Modeling Consideration and Software use

  15. FE in Structural and Dynamics and Vibrations Pustaka Utama/References

  1. Cook, R. D., et al. “Concepts and Application of Finite Element Analysis,” 4th 2. edition, John Wiley & Sons, Inc, New York, USA.

  3. Cook, R. D. “Finite Element Modeling for Stress Analysis,” John Wiley & Sons,Inc, New York, USA.

  PUSTAKA UTAMA/ 4. Logan, D. L. “A First Course in the Finite Element Method,” PWS Engineering.

  REFERENCES 5. Bathe, K. J. “Finite Element Procedures in Engineering Analysis,” Prentice-Hall.

  6. Zienkiewicz, O. C. “Finite Element Method - The Basis,” Betterworth Heinemann.

  7. Wilson, E. L. “Numerical Method for Finite Element Analysis,” Prentice Hall.

  8. Macleod, I. A. “Analytical Modeling of Structural System,” Ellis Horwood.

  9. Holzer, S. M. “Computer Analysis of Structures – Matrix Structural Analysis 10. Structured Programming,” Elsevier, Oxford, U.K.

  [

  RC09-2422]: [Dewatering dan penggalian]

  [ RC09-2422.]: [Dewatering and excavation] MATA KULIAH/

COURSE TITLE

  Credits: [.3 sks/ ] Semester: [II]

  TTUJUAN

  Tujuan Pembelajaran

  

PEMBELAJARAN/ Memberikan pemahaman tentang cara-cara melakukan perencanaan dan perhitungan ,

LEARNING

  masalah dan solusi terhadap penggalian dan dewatering dalam pekerjaan teknik sipil

• Mahasiswa mampu melakukan perhitungan dan analisa terhadap perkerjaan dewatering dan penggalian untuk setiap macam material galian
• Mahasiswa dapat mengidentifikasi masalah, melakukan perhitungan kestabilan struktur galian serta mencari pemecahan masalah yang ditimbulkannya

• The students could be competence to make calculation and analiyis toward dewatering and excavation works for every types of excavated material
• The student could be capable to identify the problems, calculate the stability of excavation structure and to make solution of their the problem
• Latar belakang
• Kebutuhan dewatering dan penggalian dalam teknik sipil
• Kebutuhan pekerjaan galian dalam teknik sipil
• Jenis material dan peralatan galian
• Kembang - susut material galian
• Persoalan teknis yang sering terjadi saat penggalian
• Sliding -
• Boiling -

  Studi kasus

  Drainase lereng

  Dewatering penggalian

  2. Perencanaan sistem dewatering Faktor tanah dasar dan sumuran

  Studi kasus

  Runtuhnya tanah atap terowongan

  Heaving

  Masalah selama penggalian dan cara mengatasinya

  1. Penggalian Metode penggalian

  Pokok Bahasan (Bhs.Indonesia) Pendahuluan

  SUBJECTS

  Competency

  Kompetensi

  KOMPETENSI/ COMPETENCY

  Giving understanding to the method of design and calculation, problems and solutions of dewatering and excavation in the civil engineering works

  OBJECTIVES Learning Objective

• Perhitungan kestabilan struktur galian dan cara mengatasi masalah dalam galian

POKOK BAHASAN/

• Penentuan permeabilitas lapangan
• Standard pendekatan perencanaan

• Kriteria filter dan perencanaan sumur penyekat
• Kapasitas sumur tunggal
• Diameter, dalam dan jarak sumuran
• Modifikasi oleh Herth and Arndts(1973)
• Jaringan pipa dan rencana pemompaan
• Penurunan struktur bangunan yang berdekatan serta effek lainnya
• Cara melakukan evaluasi
• Effek air terhadap kestabilan lereng
• Metode-metode menstabilkan lereng
• Analisa kestabilan
• Pendekatan perencanaan
• Cara mengevaluasi

• Background -