Civil Engineering - Soil Mechanics and Foundation Engineering - Discussion
Discussion Forum : Soil Mechanics and Foundation Engineering - Section 4 (Q.No. 1)
1.
The method of the slices is applicable to
Discussion:
13 comments Page 1 of 2.
Rakesh said:
8 months ago
The method of slices is a general approach that can be used to analyze the stability of a variety of slopes, including: homogeneous soils, stratified deposits, partially submerged cases, and non-uniform slopes.
Axone said:
2 years ago
The method of slices is a general approach to slope stability analysis that can be applied to a wide range of soil conditions and slope geometries, including:
* Homogeneous soils.
* Stratified soils.
* Saturated soils.
* Non-uniform slopes.
* Slopes with seepage.
* Homogeneous soils.
* Stratified soils.
* Saturated soils.
* Non-uniform slopes.
* Slopes with seepage.
Alpesh mali said:
2 years ago
All of the above is the correct answer.
NIKHIL JAISWAL said:
5 years ago
Method of slices are applicable homogeneous soils, stratified soils, non-uniform slopes, fully or partially submerged soils.
(1)
Sulsaf said:
5 years ago
Option E should be the answer.
(1)
Nayana said:
5 years ago
The Answer should be E.
Aythi said:
6 years ago
Swedish circle method - homogeneous soils, stratified soils, fully or partially submerged soils, non-uniform slopes, with or without seepage.
Naveen said:
6 years ago
ANS is (E) The Swedish circle method, also known as the method of slices, is a general method, which is equally applicable to homogeneous soils, stratified soils, fully or partially submerged soils, non-uniform soils, and for cases where seepage and pore pressure exist within the soil slope.
Shubham said:
6 years ago
The correct Answer is option E.
Rupesh pashan said:
6 years ago
Vertical slides are taken for slopes stability analysis.
For that soil must be homogenous.
For that soil must be homogenous.
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