发布求助
文献互助 智能选刊 最新文献

Journal of the Soil Mechanics and Foundations Division最新文献

筛选
英文 中文
Membrane Encapsulated Soil Layers 膜包覆土层
Journal of the Soil Mechanics and Foundations Division Pub Date : 1973-12-01 DOI: 10.1016/0148-9062(74)93074-5
J. Sale, F. Parker, W. Barker
{"title":"Membrane Encapsulated Soil Layers","authors":"J. Sale, F. Parker, W. Barker","doi":"10.1016/0148-9062(74)93074-5","DOIUrl":"https://doi.org/10.1016/0148-9062(74)93074-5","url":null,"abstract":"","PeriodicalId":372915,"journal":{"name":"Journal of the Soil Mechanics and Foundations Division","volume":"12 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"1973-12-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"114962384","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 2
Compaction of Hydraulically Placed Fills 水力填土的压实
Journal of the Soil Mechanics and Foundations Division Pub Date : 1973-11-01 DOI: 10.1061/JSFEAQ.0001964
W. Turnbull, C. Mansur
{"title":"Compaction of Hydraulically Placed Fills","authors":"W. Turnbull, C. Mansur","doi":"10.1061/JSFEAQ.0001964","DOIUrl":"https://doi.org/10.1061/JSFEAQ.0001964","url":null,"abstract":"On the basis of the literature and experience with the placement and compaction of numerous hydraulic fills, it appears that a relative density of 50 to 60% can be obtained with no compaction for well-controlled hydraulic fills containing less than 10% fines. Some other requirements for a well-controlled hydraulic fill are: (1) the water table must be well below the surface of the fill so that there is downward drainage at all times; (2) material must not be bulldozed into low areas without subsequent sluicing, otherwise low densities will result; (3) a uniform flow must be maintained over the fill surface by use of bulldozers and shear boards to direct the flow of water; and (4) deposition into pools of water must be prevented in order to eliminate the accumulation of fines and resulting low densities. If hydraulic fills require relative densities greater than 50 to 60%, then compaction rolling above the water table is required with (track) tractor or rubber-tired rolling equipment or with a steel drum vibrating roller.","PeriodicalId":372915,"journal":{"name":"Journal of the Soil Mechanics and Foundations Division","volume":"35 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"1973-11-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"126290535","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 2
Erratum for “Secondary Consolidation and Strength of a Clay” “粘土的二次固结和强度”勘误
Journal of the Soil Mechanics and Foundations Division Pub Date : 1973-11-01 DOI: 10.1061/JSFEAQ.0001956
Chih-Kang Shen, K. Arulanandan, Wayne S. Smith
{"title":"Erratum for “Secondary Consolidation and Strength of a Clay”","authors":"Chih-Kang Shen, K. Arulanandan, Wayne S. Smith","doi":"10.1061/JSFEAQ.0001956","DOIUrl":"https://doi.org/10.1061/JSFEAQ.0001956","url":null,"abstract":"","PeriodicalId":372915,"journal":{"name":"Journal of the Soil Mechanics and Foundations Division","volume":"43 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"1973-11-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"124160345","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
Discussion of Soil Parameters for Design of Mt. Baker Ridge Tunnel in Seattle by Mehmet A. Sherif and Robert J. Strazer 西雅图贝克岭隧道设计中土参数的探讨，Mehmet A. Sherif和Robert J. Strazer
Journal of the Soil Mechanics and Foundations Division Pub Date : 1973-11-01 DOI: 10.1061/JSFEAQ.0001957
Yudhbir, Bhagwati Prasad
{"title":"Discussion of Soil Parameters for Design of Mt. Baker Ridge Tunnel in Seattle by Mehmet A. Sherif and Robert J. Strazer","authors":"Yudhbir, Bhagwati Prasad","doi":"10.1061/JSFEAQ.0001957","DOIUrl":"https://doi.org/10.1061/JSFEAQ.0001957","url":null,"abstract":"","PeriodicalId":372915,"journal":{"name":"Journal of the Soil Mechanics and Foundations Division","volume":"85 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"1973-11-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"115876663","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
ANALYSIS OF PILES IN SOIL UNDERGOING LATERAL MOVEMENT 横向移动土体中桩的分析
Journal of the Soil Mechanics and Foundations Division Pub Date : 1973-05-01 DOI: 10.1016/0148-9062(74)91891-9
H. Poulos
{"title":"ANALYSIS OF PILES IN SOIL UNDERGOING LATERAL MOVEMENT","authors":"H. Poulos","doi":"10.1016/0148-9062(74)91891-9","DOIUrl":"https://doi.org/10.1016/0148-9062(74)91891-9","url":null,"abstract":"","PeriodicalId":372915,"journal":{"name":"Journal of the Soil Mechanics and Foundations Division","volume":"436 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"1973-05-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"132525303","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 111
Time Effects on Dynamic Shear Modulus of Clays 黏土动剪切模量的时间效应
Journal of the Soil Mechanics and Foundations Division Pub Date : 1972-12-01 DOI: 10.1061/JSFEAQ.0001819
W. F. Marcuson, H. Wahls
{"title":"Time Effects on Dynamic Shear Modulus of Clays","authors":"W. F. Marcuson, H. Wahls","doi":"10.1061/JSFEAQ.0001819","DOIUrl":"https://doi.org/10.1061/JSFEAQ.0001819","url":null,"abstract":"A Hardin oscillator was used to apply a steady-state, torsional vibratory load to remolded specimens of kaolinite and calcium bentonite inside a triaxial chamber and under an isotropic consolidation pressure. The principles of the resonant column test were used to determine the dynamic shear modulus. After completion of primary consolidation, the response was studied as a function of time for both drained and undrained conditions. Regression analyses were performed on these data and relationships are presented which show the effects that void ratio, effective stress, and time have on the dynamic response of these two clays. The shear modulus was shown to increase with increasing pressure, decreasing void ratio and time for both materials. This increase was approximately 10% of kaolinite and 40% for bentonite per logarithmic cycle of time after completion of primary consolidation for constant effective stress.","PeriodicalId":372915,"journal":{"name":"Journal of the Soil Mechanics and Foundations Division","volume":"52 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"1972-12-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"122752766","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 75
Discussion of “Behavior of Crossed Beams on Elastic Foundations” 关于“弹性地基上交叉梁的受力性能”的讨论
Journal of the Soil Mechanics and Foundations Division Pub Date : 1972-12-01 DOI: 10.1061/JSFEAQ.0002006
B. Ramanathan
{"title":"Discussion of “Behavior of Crossed Beams on Elastic Foundations”","authors":"B. Ramanathan","doi":"10.1061/JSFEAQ.0002006","DOIUrl":"https://doi.org/10.1061/JSFEAQ.0002006","url":null,"abstract":"","PeriodicalId":372915,"journal":{"name":"Journal of the Soil Mechanics and Foundations Division","volume":"18 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"1972-12-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"124206789","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
Discussion of "Acceleration of Lime-Clay Reactions with Salt" “盐加速石灰-粘土反应”的探讨
Journal of the Soil Mechanics and Foundations Division Pub Date : 1972-12-01 DOI: 10.1061/JSFEAQ.0001830
E. Zolkov
{"title":"Discussion of \"Acceleration of Lime-Clay Reactions with Salt\"","authors":"E. Zolkov","doi":"10.1061/JSFEAQ.0001830","DOIUrl":"https://doi.org/10.1061/JSFEAQ.0001830","url":null,"abstract":"","PeriodicalId":372915,"journal":{"name":"Journal of the Soil Mechanics and Foundations Division","volume":"61 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"1972-12-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"133784106","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
Foundation Treatment for Embankment Dams on Rock 岩石堤防大坝地基处理
Journal of the Soil Mechanics and Foundations Division Pub Date : 1972-10-01 DOI: 10.1061/JSFEAQ.0001795
E. W. Stroppini, Donald H. Babbitt, H. Struckmeyer
{"title":"Foundation Treatment for Embankment Dams on Rock","authors":"E. W. Stroppini, Donald H. Babbitt, H. Struckmeyer","doi":"10.1061/JSFEAQ.0001795","DOIUrl":"https://doi.org/10.1061/JSFEAQ.0001795","url":null,"abstract":"Practices in abutment and foundation treatment for high embankment dams on rock as used by the California Department of Water Resources are presented. After a brief description of three dams (Oroville Dam, Cedar Springs Dam and Pyramid Dam) and their foundation geology, criteria and practices are considered for foundation excavation, cleanup, grouting and surface preparation.","PeriodicalId":372915,"journal":{"name":"Journal of the Soil Mechanics and Foundations Division","volume":"137 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"1972-10-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"130312984","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 4
LOAD-SETTLEMENT PREDICTION FOR PILES AND PIERS 桩墩荷载沉降预测
Journal of the Soil Mechanics and Foundations Division Pub Date : 1972-09-01 DOI: 10.1061/JSFEAQ.0001779
H. Poulos
{"title":"LOAD-SETTLEMENT PREDICTION FOR PILES AND PIERS","authors":"H. Poulos","doi":"10.1061/JSFEAQ.0001779","DOIUrl":"https://doi.org/10.1061/JSFEAQ.0001779","url":null,"abstract":"A simple method is presented for the prediction of load-settlement behavior to failure of single piles and piers. The results of theoretical elastic analysis of pile settlement behavior are used as a basis for the method, which assumes linear relationships to failure between base load and settlement. An analysis is made of several published and load tests on piles in clay and sand and empirical values of soil modulus are suggested. Comparisons between observed and predicted load-settlement behavior show reasonable agreement.","PeriodicalId":372915,"journal":{"name":"Journal of the Soil Mechanics and Foundations Division","volume":"80 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"1972-09-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"121880801","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 22
下一页 尾页
0
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
提示
您的信息不完整，为了账户安全，请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
现在去查看 取消
×
提示
确定
请完成安全验证×
相关产品
×
本文献相关产品
联系我们：info@booksci.cn Book学术提供免费学术资源搜索服务，方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。 Copyright © 2023 布克学术 All rights reserved.
京ICP备2023020795号-1
ghs 京公网安备 11010802042870号
Book学术文献互助
Book学术文献互助群
群 号：481959085
Book学术官方微信