STUDY ON FUZZY RANDOM METHOD FOR STABILITY OF EXCAVATION SOIL

Liao Ying; Xu Weishuang

doi:10.13204/j.gyjz201006019

Volume 40 Issue 6

Dec. 2014

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Abstract

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2010 > 40(6): 85-88

An Ming-liang. EXPERIMENTAL STUDIES ON BENDING LOAD CAPACITY OF RC BEAM STRENGTHENED WITH CFRP PLATE[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(10): 43-45. doi: 10.13204/j.gyjz200610013

Citation:

Liao Ying, Xu Weishuang. STUDY ON FUZZY RANDOM METHOD FOR STABILITY OF EXCAVATION SOIL[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(6): 85-88. doi: 10.13204/j.gyjz201006019

An Ming-liang. EXPERIMENTAL STUDIES ON BENDING LOAD CAPACITY OF RC BEAM STRENGTHENED WITH CFRP PLATE[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(10): 43-45. doi: 10.13204/j.gyjz200610013

Citation:

Liao Ying, Xu Weishuang. STUDY ON FUZZY RANDOM METHOD FOR STABILITY OF EXCAVATION SOIL[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(6): 85-88. doi: 10.13204/j.gyjz201006019

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STUDY ON FUZZY RANDOM METHOD FOR STABILITY OF EXCAVATION SOIL

doi: 10.13204/j.gyjz201006019

1.
College of Civil Engineering,Suzhou University of Science &Technology,Suzhou 215011,China

Received Date: 2010-01-06
Publish Date: 2010-06-20

Abstract

Abstract

In view of the random and fuzzy characteristics of excavation soil stability，the fuzzy probability of the bottom of the excavation against heave failure was studied. The example's results indicate that the fuzzy probability will increase along with the increasing of the fuzzy transition area. The fuzzy-random analysis method can provide a theoretic basis for determining the safety factor with traditional empiric safety factor method of excavation projects.
- excavation,
- heave failure,
- stability,
- fuzzy,
- random

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References(8)

References

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