최소 단어 이상 선택하여야 합니다.
최대 10 단어까지만 선택 가능합니다.
다음과 같은 기능을 한번의 로그인으로 사용 할 수 있습니다.
NTIS 바로가기Computers and geotechnics, v.38 no.2, 2011년, pp.248 - 257
Kim, Y. (Department of Civil Engineering, Yonsei University, Seoul 120-749, Republic of Korea) , Jeong, S.
The load distribution and deflection of large diameter piles are investigated by lateral load transfer method (p-y curve). Special attention is given to the soil continuity and soil resistance using three-dimensional finite element analysis. A framework for determining a p-y curve is calculated base...
J Geotech Geoenviron Eng Ashford 129 3 234 2003 10.1061/(ASCE)1090-0241(2003)129:3(234) Evaluation of pile diameter effect on initial modulus of subgrade reaction
J Geotech Geoenviron Eng Ashour 126 5 420 2000 10.1061/(ASCE)1090-0241(2000)126:5(420) Modelling lateral soil-pile response based on soil-pile interaction
J Geotech Geoenviron Eng Briaud 123 10 958 1997 10.1061/(ASCE)1090-0241(1997)123:10(958) SALLOP: simple approach for lateral loads on piles
J Soil Mech Found Div, ASCE Broms 90 4 27 1964 10.1061/JSFEAQ.0000611 Lateral resistance of piles in cohesiveness soils
Carter DP. A nonlinear soil model for predicting lateral pile response. Rep. No. 359, Civil Engineering Dept., Univ. of Auckland, New Zealand; 1984.
Chen Y, Kulhawy F. Case history evaluation of the behavior of drilled shafts under axial and lateral loading. EPRI TR-104601s, Cornell University, Ithaca; 1994.
Eur J Sci Res Chik 29 2 194 2009 Lateral behavior of single pile in cohesionless soil subjected to both vertical and horizontal loads
Comput Geotech Fan 32 274 2005 10.1016/j.compgeo.2005.02.004 Assessment of existing methods for predicting soil response of laterally loaded piles in sand
Guo WD. Subgrade modulus for laterally loaded piles. In: Proceedings of the eighth international conference on civil and structural engineering computing, Vienna, Austria; 2001.
Jeong SS, Kim YH, Kim JH, Shin SH. Cyclic lateral load tests of offshore large diameter piles of Incheon Bridge in marine clay. In: Proceedings of the 17th ISOPE conference, Lisbon, Portugal; 2007. p. 1353-61.
Int J for Num Anal Methods n Geomech Jeremic 26 1385 2002 10.1002/nag.250 Numerical analysis of pile behavior under lateral loads in layered elastic-plastic soils
J Marine Georesour Geotechnol Kim 27 1 53 2009 10.1080/10641190802625551 Effect of lateral rigidity of offshore piles using proposed p-y curves in marine clay
Deep marine foundations, a perspective on the design and construction of deep marine foundations Lam 27 2009 Diameter effects on p-y curves
Jordan J Civil Eng Liang 1 1 38 2007 Hyperbolic p-y criterion for cohesive soils
Proc Anal Design Pile Found, ASCE Geotech Eng Div O’Neill 192 1984 Evaluation of p-y relationships in cohesive soils
PLAXIS 3D Foundation. PLAXIS 3D foundation user manual, version 2.0. Brinkgreve, R.B., Swolfs, W.M., PLAXIS Inc.; 2008.
Geotechnique Randolph 31 2 247 1981 10.1680/geot.1981.31.2.247 The response of flexible piles to lateral loading
J Geotech Geoenviron Eng Reese 101 7 633 1975 Lateral loading of deep foundations in stiff clay
Shatnawi ES. Development of p-y criterion for anisotropic rock and cohesive intermediate geomaterials. PhD thesis, University of Akron, Ohio; 2008.
J Appl Sci Taha 9 909 2009 10.3923/jas.2009.909.916 The performance of laterally loaded single pile embedded in cohesionless soil with different water level elevation
Geotechnique Terzaghi 5 297 1955 10.1680/geot.1955.5.4.297 Evaluation of coefficients of subgrade reaction
USACE. Engineering and design - settlement analysis. US Army Corps of Engineers, Engineer Manual; 1990. p. 1110-1-1904.
J Eng Mech Div, ASCE Vesic 87 2 35 1961 10.1061/JMCEA3.0000212 Bending of beams resting on isotropic elastic solids
Wallace JW, Fox PJ, Stewart JP. Cyclic large deflection testing of shaft bridges, part II: analytical studies. Rep. No. 59A0183, California Dept. of Transportation, CA; 2002.
Yang K, Liang R. Lateral response of large diameter drilled shafts in clay. In: Proc 30th annual conference on deep foundations, Deep Foundation Institute; 2005. p. 115-26.
*원문 PDF 파일 및 링크정보가 존재하지 않을 경우 KISTI DDS 시스템에서 제공하는 원문복사서비스를 사용할 수 있습니다.
※ AI-Helper는 부적절한 답변을 할 수 있습니다.