Lect 3 Estimasi Penurunan Fondasi

!" "#$

#!%&'(

Dr.Eng. Agus S. Muntohar
Department of Civil Engineering

1

Dr.Eng. Agus S. Muntohar
Department of Civil Engineering

2

)&%)*!+* & )!$+*

Dr.Eng. Agus S. Muntohar
Department of Civil Engineering

3


Dr.Eng. Agus S. Muntohar
Department of Civil Engineering

4

Dr.Eng. Agus S. Muntohar
Department of Civil Engineering

5

Dr.Eng. Agus S. Muntohar
Department of Civil Engineering

6

Dr.Eng. Agus S. Muntohar
Department of Civil Engineering

7


Dr.Eng. Agus S. Muntohar
Department of Civil Engineering

8

Dr.Eng. Agus S. Muntohar
Department of Civil Engineering

9

Dr.Eng. Agus S. Muntohar
Department of Civil Engineering

10

Dr.Eng. Agus S. Muntohar
Department of Civil Engineering

11


Dr.Eng. Agus S. Muntohar
Department of Civil Engineering

12

$%+,($+ )!# #!(! -&!.($+

Dr.Eng. Agus S. Muntohar
Department of Civil Engineering

13

)!# #!(! /($%+$0
/($%+$0 )-+!+$+
.(1(% *),2(/+ *) 1&$+$+ $),#/(3
1)!# #!(! $)") (
+%)!%#*(! &/)' ,&.#/#$ )/($%+$+%($ %(!('0
◦ &!.+$+ %(* %) . (+!($) #!. (+!). 0
◦ &!.+$+ %) . (+!($) . (+!). 0 .


#

Dr.Eng. Agus S. Muntohar
Department of Civil Engineering

14

)!# #!(! /($%+$
Q

σ

E

E

H

εz


ρ4

σ

Kondisi umum tegangan
dan regangan

4

ε5

ρ=






#


15

/($%+$+%($0 ),1#!"
#

Kondisi tak terdrainase

),1#!" 4 /#!(*
6
),1#!" *) ($ 4
6
),1#!" *(*# 4
6
),1#!" $(!"(% *(*# 4

+1+*(/

εz .dz

Dr.Eng.

0 Agus S. Muntohar
Department of Civil Engineering

( (,(%)
+1+*(/ !+/(+



* (
* (
* (
67

* (

8#

◦ ),#( 9)!+$ /),1#!" 4

6


+1+*(/ (!"(* &+$$&! ν#
◦ ),#( 9)!+$ /),1#!" 4
1) #2('(! :&/#,)

%+.(* %) 9(.+

Dr.Eng. Agus S. Muntohar
Department of Civil Engineering

16

( (,(%)
+1+*(/ !+/(+

/($%+$+%($0
/($%+$+%($0 ($+
Kondisi terdrainase

.







6

* (
6
6

* (
6;

* (
* (

+1+*(/ (!"*( &+$$&! ν.



Dr.Eng. Agus S. Muntohar
Department of Civil Engineering

17

+$% +2#$+ )"(!"(! 0 (1(! 8 ))1
+.(* %) 9(.+ 1) #2('(! %)*(!(! 1& +
#/(+ %) 9(.+ 1(.( (*'+ *&!$&/+.($+ 1 +,)
α

cα =



∆e
log (t2 / t1)

ρ=


cαH
(1+e
(1+
ep)

log (t2/t1)

Dr.Eng. Agus S. Muntohar
Department of Civil Engineering

46

)!# #!(! &%(/
ρtot = RF x DF ( ρelas + ρpr.con + ρsec )
RF = roughness factor (0.8 ~ 1)
DF = depth factor

Dr.Eng. Agus S. Muntohar
Department of Civil Engineering

47

&!%&' )!"'+%#!"(!
+/('*(! +*#%+ 1) %),#(! .+ *)/($

Dr.Eng. Agus S. Muntohar
Department of Civil Engineering

48