StatistieAnalysisoftheUltimateBearingCaPacity
ofFoundationGroundonGravelly50115

LUoShu一xue; TANGWAN-chun

Volume 14 Issue 4

Aug. 2001

Turn off MathJax

Article Contents

Journal of Southwest Jiaotong University > 2001 > 14(4): 346-349.

LUoShu一xue, TANGWAN-chun. StatistieAnalysisoftheUltimateBearingCaPacityofFoundationGroundonGravelly50115[J]. Journal of Southwest Jiaotong University, 2001, 14(4): 346-349.

Citation:

LUoShu一xue, TANGWAN-chun. StatistieAnalysisoftheUltimateBearingCaPacity ofFoundationGroundonGravelly50115[J]. Journal of Southwest Jiaotong University, 2001, 14(4): 346-349.

LUoShu一xue, TANGWAN-chun. StatistieAnalysisoftheUltimateBearingCaPacityofFoundationGroundonGravelly50115[J]. Journal of Southwest Jiaotong University, 2001, 14(4): 346-349.

Citation:

LUoShu一xue, TANGWAN-chun. StatistieAnalysisoftheUltimateBearingCaPacity ofFoundationGroundonGravelly50115[J]. Journal of Southwest Jiaotong University, 2001, 14(4): 346-349.

PDF( 0 KB)

StatistieAnalysisoftheUltimateBearingCaPacity ofFoundationGroundonGravelly50115

Publish Date: 25 Aug 2001

Abstract

Abstract

Basedontheeolleetedtestdataaboutfoundationloadandtheworkdoneineailierstage， thenominalvalueformofthefoundationultimatebearingeapaeityongravelly50115，thedistribution typeandthestatistieeharaeteristeeoeffieientsareobtained场usingtheprineipleofprobabilitistie ，tatistiesandengineeringexPerienee.ThislaysafoundationforreviseofTheeodefordesignonsubsoil andfound以勿nofrailw叮bridgeandcul公e叮andforthereliabilitydesi，ofsubsoilandfoundation.
- gravely50115,
- foundationgrund,
- foundationbearingeapaeity,
- statistiealanalysis