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Limiting Equilibrium Analysis of Strip Footings

Journal of the Geotechnical Engineering Division, 1978
A computer-oriented method of analysis, using the limiting equilibrium principle and satisfying all the conditions of equilibrium, is presented for the determination of the bearing capacity of uniformly loaded shallow strip footings. The soils mass above a potential failure surface is divided into a number of vertical slices and the basic equations of ...
Robert F. Craig, Lakshmi N.M. Pariti
openaire   +2 more sources

Bearing Capacity of Interfering Strip Footings

Journal of Geotechnical and Geoenvironmental Engineering, 2018
AbstractIn this paper, the ultimate bearing capacity of two closely spaced rigid strip footings with rough base on granular soil is examined based on enhanced limit equilibrium, plastic limit analy...
Arash Alimardani Lavasan   +3 more
openaire   +1 more source

Bearing capacity of strip footing above void

International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 1983
The bearing capacity behavior of strip footing located above a continuous void in silty clay soil was investigated experimentally and analytically. The experiment was performed in a test tank which contained a compacted silty clay. The analysis was made by using the finite element method in which the test soil was treated as an elastic perfectly ...
R. L. Baus, M. C. Wang
openaire   +2 more sources

Bearing Capacity of Strip Footings Near Slopes

Geotechnical and Geological Engineering, 2009
In the last decades a great attention was given by many authors to the evaluation of the static and seismic bearing capacity of footings near slopes. In this paper a model has been developed based on the limit equilibrium method, considering a circular surface propagates towards the slope until the sloping ground is reached.
CASTELLI F, MOTTA, Ernesto
openaire   +2 more sources

Seismic bearing capacity of shallow strip footings

Geotechnical and Geological Engineering, 2005
Seismic bearing capacity of shallow strip footings in soil has been obtained in the form of pseudo-static seismic bearing capacity factors N cd, N qd and N γd, denoting the cohesion, surcharge and unit weight components, respectively, by an extensive numerical iteration technique ...
CHOUDHURY, DEEPANKAR, SUBBA RAO, KS
openaire   +1 more source

Behavior of Strip Footing Resting on Sand Reinforced with Waste Tire Strips

2021
This paper presents the results of pressure settlement behavior of strip footing resting on poorly graded sand reinforced with tire strips in layers to improve the bearing capacity. The tire strips of length 3B, 4B and 5B (B = width of footing) and 70 mm width were used.
Arvind Kumar Agnihotri   +3 more
openaire   +1 more source

Study of Tilt on Adjacent Strip Footings

2020
The primary function of the foundation of a structure is to safely transfer the loads from the superstructure to the soil beneath without occurrence of shear failure and excessive settlements. Due to rapid urbanisation, very often structures and their foundations are built close to each other.
S. Anaswara, R. Shivashankar
openaire   +1 more source

Seismic bearing capacity factors of shallow strip footings

Géotechnique, 1990
In determining the bearing capacity of shallow strip footings under earthquake loading conditions, most seismic codes neglect the effect of the inertia of the soil mass underneath a footing. Seismic acceleration is considered to be acting on the structure only. In this Paper, the seismic bearing capacity factors (i.e. Nq, Nc and Nr), are determined by
S. K. Sarma, I. S. Iossifelis
openaire   +1 more source

Understanding Polaritonic Chemistry from Ab Initio Quantum Electrodynamics

Chemical Reviews, 2023
Michael Ruggenthaler   +2 more
exaly  

Physical and numerical modelling of strip footing on geogrid reinforced transparent sand

Geotextiles and Geomembranes, 2021
Sathiyamoorthy Rajesh, Jian-Feng Xue
exaly  

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