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50篇 您的检索式：作者名="BASUDHAR"

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	题名	作者	年代	出处	被引量
1	Optimum design of nailed soil slopes显示文摘	C R PATRA P K BASUDHAR	2005	Geotechnical and Geological Engi-neering2005，23，：	1
2	Optimum Design of Nailed Soil Slopes 显示文摘	Patra C R Basudhar P K	2005	Geotechnical and Geological Engineering2005，23，：	1
3	Optimum design of nailed soil slopes显示文摘	Patra C R Basudhar P K		0，，：	1
4	Modeling of soil–woven geotextile interface behavior from direct shear test results显示文摘	Anubhav P.K. Basudhar	2009	Geotextiles and Geomembranes2009，，4：	1
5	Uplift capacity of single piles : predictions and performance 显示文摘	SHANKER K BASUDHAR P K PATRA N R	2007	Geotechnical and Geological Engineering2007，25，2：	1
6	Uplift capacity of single piles: predictions and performance显示文摘	K. Shanker P. K. Basudhar N. R. Patra	2007	Geotechnical and Geological Engineering2007，，2：	1
7	Modeling of soil-woven geotextile interface behavior from direct shear test results 显示文摘	BASUDHAR A P K	2010	Geotextiles and Geomembranes2010，28，2：	1
8	Comparison of intact rock failure criteria using various statistical methods显示文摘	KUMAR S PRABIR D BASUDHAR K	2009	Acta Geotechnica2009，4，：	1
9	Pseudo static seismic stability a- nalysis of reinforced soil structures 显示文摘	BASRA B M BASUDHAR P K	2010	Geotechnical and Geolog- ical Engineering2010，28，6：	1
10	Optimum design of nailed soil slopes 显示文摘	PATRA C R BASUDHAR P K	2005	Geotechnical and Geological Engineering2005，23，：	1
11	Modeling of Soil-woven Geotextile Interface Behavior from Direct Shear Test Re- sults显示文摘	ANUBHAV BASUDHAR P K	2010	Geotextiles and Geomembranes2010，28，：	1
12	Modeling of soil-woven geotextile interface behavior from direct shear test results显示文摘	BASUDHAR P K	2010	Geotextiles and Geomembranes2010，28，4：	1
13	Finite element analy-sis of geotextile-reinforced sand - bed subjected to strip loading显示文摘	Basudhar P K Dixitb P M Charpurea A	2008	Geotextiles and Ceomembranest2008，26，1：	1
14	A generalized procedure for predicting optimal lower bound break-out factors of strip anchors显示文摘	BASUDHAR P K SINGH D N	1994	Geotechnique1994，44，2：	1
15	Circular footings restingon geotextile–reinforced sand bed显示文摘	BASUDHAR P K SAHA S DEB K	2007	Geotextiles and Geomembranes2007，25，37：	1
16	Modeling of soil-woven geo- textile interface behavior from direct shear test results 显示文摘	Anubhav Basudhar P K	2010	Geotextilesand Geomembranes2010，28，11：	1
17	Ageneralized procedure for predicting optimal lower bound break-out factors of strip anchors显示文摘	BASUDHAR P K SINGH D N	1994	Geotechnique1994，44，2：	1
18	Flexuralresponse of piles under liquefied soil conditions显示文摘	MEERA R S SHANKER K BASUDHAR P K	2007	Geotechnical and Geological Engineering2007，25，4：	1
19	Uplift capacity of single piles: predictions and performance显示文摘	K. Shanker P. K. Basudhar N. R. Patra	2007	Geotechnical and Geological Engineering2007，，2：	1
20	Sequential unconstrained minimization in the optimal lower bound bearing capacity analysis显示文摘	BASUDHAR P K MADHAV M R VALSANGKAR A J	1981	Indian Geotechnical Journal1981，11，：	1

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