END BEARING CAPACITY OF PILE IN HIGHLY COMPRESSIBLE SANDS AND ITS EVALUATION
Author:
Affiliation:
1. JAPAN SOCIETY OF CIVIL ENGINEERS
Publisher
Japan Society of Civil Engineers
Link
https://www.jstage.jst.go.jp/article/jscej1984/1994/505/1994_505_191/_pdf
Reference39 articles.
1. 1) De Beer, E. E.: Experimental Determination of the Shape Factors and the Bearing Capacity Factors of Sand, Geotechnique, Vol. 20, No. 4, pp. 387-411, 1970.
2. 2) Meyerhof, G. G.: Bearing capacity and settlement of pile foundations, Proc. ASCE Journal of the GE Division, Vol. 102, GT3, pp. 197-228, 1976.
3. 3) 山肩邦夫・富永晃司・廉慶敏: 場所打ちコンクリード杭の先端荷重-先端沈下量曲線の検討, 第18回土質工学研究発表会, pp. 1001-1004, 1983.
4. 4) BCP Committee: Field Tests on Piles in Sand, Soils and Foundations, Vol. 11, No. 2, pp. 29-50, 1971.
5. 5) 石堂稔: 砂中の杭の鉛直支持力に関する基礎的研究, 九州大学博士論文, 1974.
Cited by 5 articles. 订阅此论文施引文献 订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献
1. Undrained monotonic and cyclic shear response and particle crushing of silica sand at low and high pressures;Canadian Geotechnical Journal;2017-02
2. MODEL TESTS ON COMPRESSIBILITY AND BEARING CAPACITY OF LEANMIXED GRANULAR CEMENT TREATED SOIL;Doboku Gakkai Ronbunshuu C;2010
3. GRAINS CHARACTERISTICS AND ONE-DIMENSIONAL COMPRESSION PROPERTIES OF CRUSHABLE SOILS;Doboku Gakkai Ronbunshu;2002-03-21
4. GEOMATERIAL SINGLE PARTICLE CRUSHING CHARACTERISTICS;Doboku Gakkai Ronbunshu;2001-03-21
5. ENGINEERING PROPERTIES OF CARBONATE SANDS AND SKIN FRICTION OF PILE IN SANDS;Doboku Gakkai Ronbunshu;1995-09-21
1.学者识别学者识别
2.学术分析学术分析
3.人才评估人才评估
"同舟云学术"是以全球学者为主线，采集、加工和组织学术论文而形成的新型学术文献查询和分析系统，可以对全球学者进行文献检索和人才价值评估。用户可以通过关注某些学科领域的顶尖人物而持续追踪该领域的学科进展和研究前沿。经过近期的数据扩容，当前同舟云学术共收录了国内外主流学术期刊6万余种，收集的期刊论文及会议论文总量共计约1.5亿篇，并以每天添加12000余篇中外论文的速度递增。我们也可以为用户提供个性化、定制化的学者数据。欢迎来电咨询！咨询电话：010-8811{复制后删除}0370
www.globalauthorid.com
TOP
Copyright © 2019-2024 北京同舟云网络信息技术有限公司 京公网安备11010802033243号 京ICP备18003416号-3