Experimental study on bearing capacity of shell strip footings near geotextile-reinforced earth slopes

2021 ◽  
Vol 28 (8) ◽  
pp. 2527-2543
Author(s):  
Seyed Ali Ghaffari ◽  
Elham Sattari ◽  
Amir Hamidi ◽  
Gholamhosein Tavakoli Mehrjardi ◽  
Abtin Farshi Homayoun Rooz
Keyword(s):  
Experimental Study ◽  
Bearing Capacity ◽  
Reinforced Earth ◽  
Earth Slopes ◽  
Strip Footings

Experimental study of footings on reinforced earth slopes

2009 ◽  
Vol 3 (2) ◽  
pp. 251-260 ◽  
Author(s):  
Satyendra Mittal ◽  
M. Shah ◽  
Naveen Verma
Keyword(s):  
Experimental Study ◽  
Reinforced Earth ◽  
Earth Slopes

Experimental study of punching coefficients and shape factor for two-layered soils

1979 ◽  
Vol 16 (4) ◽  
pp. 802-805 ◽  
Author(s):  
A. J. Valsangkar ◽  
G. G. Meyerhof
Keyword(s):  
Experimental Study ◽  
Bearing Capacity ◽  
Shape Factor ◽  
Model Tests ◽  
Punching Shear ◽  
Deep Foundations ◽  
Layered Soils ◽  
Shape Factors ◽  
Capacity Theory ◽  
Strip Footings

The ultimate bearing capacity of deep foundations has been investigated for the case of a strong layer overlying a weak stratum. The studies are based on model tests using buried circular and strip footings for a range of layer thicknesses. Based on the previously developed bearing capacity theory, the punching shear coefficients and corresponding shape factors have been evaluated.

scholarly journals Experimental Study on Residual Bearing Capacity of Existing Prestressed Concrete Hollow Slab Beam

2021 ◽  
Vol 632 ◽  
pp. 022063
Author(s):  
Baoqun Wang ◽  
Dejin Xing ◽  
Chengyong Chen ◽  
Zhongnan Tian ◽  
Gangnian Xu
Keyword(s):  
Experimental Study ◽  
Bearing Capacity ◽  
Prestressed Concrete

Experimental Study about Bearing Capacity and Deformation on Concrete Composite Slabs with Additional Bars

2013 ◽  
Vol 482 ◽  
pp. 7-10
Author(s):  
Jian Hua Cui ◽  
Chuan Yang Weng ◽  
Yun Lin Liu
Keyword(s):  
Experimental Study ◽  
Bearing Capacity ◽  
Failure Mode ◽  
Static Loading ◽  
Flexural Behavior ◽  
Flexural Properties ◽  
Effective Height ◽  
Composite Slabs

Through the experiments of four concrete composite slabs under static loading to compare their flexural properties (deflection, bearing capacity, failure mode), this paper discusses the influence of composite slabs flexural behavior on different length of additional bars and sectional effective height. The results showed that they will improve the bearing capacity effectively by reasonably increasing the sectional effective height and controlling the length of additional bars.

Undrained Bearing Capacity of Two-Strip Footings on Spatially Random Soil

2006 ◽  
Vol 6 (6) ◽  
pp. 421-427 ◽  
Author(s):  
D. V. Griffiths ◽  
Gordon A. Fenton ◽  
N. Manoharan
Keyword(s):  
Bearing Capacity ◽  
Strip Footings

Bearing Capacity Analysis of Reinforced Earth Slabs

1975 ◽  
Vol 101 (12) ◽  
pp. 1257-1276 ◽  
Author(s):  
Jean Binquet ◽  
Kenneth L. Lee
Keyword(s):  
Bearing Capacity ◽  
Capacity Analysis ◽  
Reinforced Earth
Sign in / Sign up

Export Citation Format

Share Document