NUMERICAL STUDIES OF LOSS OF BEARING CAPACITY FOR STRIP FOOTINGS NEAR EXCAVATIONS

Wang Hong-yu; Yang Min; Wang Wei

doi:10.13204/j.gyjz200606017

Volume 36 Issue 6

Dec. 2014

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Abstract

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2006 > 36(6): 54-58

Tong Genshu, Xu Yuanjie, Zhang Lei. ANALYSIS OF GLOBAL STABILITY OF COLD-FORMED Z PURLINS UNDER WIND SUCTION[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(12): 26-33. doi: 10.13204/j.gyjz201312004

Citation:

Wang Hong-yu, Yang Min, Wang Wei. NUMERICAL STUDIES OF LOSS OF BEARING CAPACITY FOR STRIP FOOTINGS NEAR EXCAVATIONS[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(6): 54-58. doi: 10.13204/j.gyjz200606017

Tong Genshu, Xu Yuanjie, Zhang Lei. ANALYSIS OF GLOBAL STABILITY OF COLD-FORMED Z PURLINS UNDER WIND SUCTION[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(12): 26-33. doi: 10.13204/j.gyjz201312004

Citation:

Wang Hong-yu, Yang Min, Wang Wei. NUMERICAL STUDIES OF LOSS OF BEARING CAPACITY FOR STRIP FOOTINGS NEAR EXCAVATIONS[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(6): 54-58. doi: 10.13204/j.gyjz200606017

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NUMERICAL STUDIES OF LOSS OF BEARING CAPACITY FOR STRIP FOOTINGS NEAR EXCAVATIONS

doi: 10.13204/j.gyjz200606017

1.
1. College of Civil and Hydraulic Engineering,Ningxia University Yinchuan 750021;
2.
2. Department of Geotechnical Engineering,Tongji University Shanghai 200092

Received Date: 2005-09-26
Publish Date: 2006-06-20

Abstract

Abstract

Using the numerical simulating technique, the limit loads with various parameters for strip footings near excavations are obtained. As accepted in other proposals, the estimate of the bearing capacity near an excavation is calculated here respectively from the terms dependent on the cohesion, the footing depth ( overburden) and the soil weight based on Terzaghi. s assumption of superposition. According to the stress and displacement filed simulated within the range of xcavation depths, it is found that potential critical sliding surfaces are allowed above-the-toe failures. And further, the characteristics of bearing capacity adjacent to excavations are discussed using the results that obtained in terms of the bearing capacity coefficients from numerical modeling.
- near excavation,
- loss of bearing capacity,
- strip footing,
- numerical simulating

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References(9)

References

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