The effective shear strength parameters of a normally consolidated clay are Ø' = 25 and c' = 0. CU test was conducted on a similar sample with confining pressure (03) of 112 kPa while the deviator stress at failure was found to be 100 kPa. 1. Determine the angle of internal friction, Øcu. 2. Determine the pore water pressure developed at failure.

The effective shear strength parameters of a normally consolidated clay are Ø' = 25 and c' = 0. CU test was conducted on a similar sample with confining pressure (03) of 112 kPa while the deviator stress at failure was found to be 100 kPa. 1. Determine the angle of internal friction, Øcu. 2. Determine the pore water pressure developed at failure.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

write down detail of coulombs law of shear strength of soil.
For a given soil show that: n Ysat - Ya YdYsat + Yw -(1-n)
Describe briefly about the shear strength of the soil.
solve
Water tracer.
Describe about the Settlement Due to Primary Compression of Clay.
Q6- Usethe stress-stran dat a on rock sa mpl e shown inthe fi gur eto cal cu at e; a) Modu us of d asti dty at 50% strengt h Et (use appr oxi mate scal e) b) pai sson s rati ov op = 70 MPa Op/2 E, (%) Eax (%) -0.3 --0.2 -0.1 0.1 0.2 0.3 0.4 d) Oax (MPa)
The presence of pebbles prevent * .the clay from being mixed well True O False
i need the answer quickly
6.7 How can we identify faults in the fields? 6 8 WVhat ore the nmein
مكالمات طوارئ ف. . . %9V wo10:47 2_52627713550... The water table in acertain avea is adepth below sur face to adepth of (12m). The Soil Cons'st of Pine Sand hauing an average voids ratio of (o.7) A bove the water table the Sand has an avarge dogree ofBeturafion of (502) · Caleulate the effectie Stresses on a hori 2ontal plane at depth (lom) below ground Surface, what will be increase in the effective stresses if the soil gets Safurated by capillary up to height of (Im ) abeve the water fable Gs =2.65. Hiw@ A clay stratum(8m) thick is located at depth of (Gm) from the ground Sarfuce The hatural Mois fure Cantent of the clay is (567) and Ge-2:75 The Stil strafum between the ground surface and the clay Consist aof fine Sand. The water table is toauted at deth of cem) below the ground Srface, The Sum berged unit weight of fine Sand is (lo.5) kN/m3 and its moist unit weight akeive woter table is (18.68 KNIM) Calculabe the effective stress at the Center of the clay tayer.
send help asaaap huhuu