13春学期《土力学与地基基础(二)》在线作业3(13 spring semester, soil mechanics and foundation (two) online homework 3).docVIP

13春学期《土力学与地基基础(二)》在线作业3(13 spring semester, soil mechanics and foundation (two) online homework 3).doc

  1. 1、有哪些信誉好的足球投注网站(book118)网站文档一经付费(服务费),不意味着购买了该文档的版权,仅供个人/单位学习、研究之用,不得用于商业用途,未经授权,严禁复制、发行、汇编、翻译或者网络传播等,侵权必究。。
  2. 2、本站所有内容均由合作方或网友上传,本站不对文档的完整性、权威性及其观点立场正确性做任何保证或承诺!文档内容仅供研究参考,付费前请自行鉴别。如您付费,意味着您自己接受本站规则且自行承担风险,本站不退款、不进行额外附加服务;查看《如何避免下载的几个坑》。如果您已付费下载过本站文档,您可以点击 这里二次下载
  3. 3、如文档侵犯商业秘密、侵犯著作权、侵犯人身权等,请点击“版权申诉”(推荐),也可以打举报电话:400-050-0827(电话支持时间:9:00-18:30)。
  4. 4、该文档为VIP文档,如果想要下载,成为VIP会员后,下载免费。
  5. 5、成为VIP后,下载本文档将扣除1次下载权益。下载后,不支持退款、换文档。如有疑问请联系我们
  6. 6、成为VIP后,您将拥有八大权益,权益包括:VIP文档下载权益、阅读免打扰、文档格式转换、高级专利检索、专属身份标志、高级客服、多端互通、版权登记。
  7. 7、VIP文档为合作方或网友上传,每下载1次, 网站将根据用户上传文档的质量评分、类型等,对文档贡献者给予高额补贴、流量扶持。如果你也想贡献VIP文档。上传文档
查看更多
13春学期《土力学与地基基础(二)》在线作业3(13 spring semester, soil mechanics and foundation (two) online homework 3)

13春学期《土力学与地基基础(二)》在线作业3(13 spring semester, soil mechanics and foundation (two) online homework 3) 14 Northeastern University spring 13 autumn East 13 spring semester soil stress 14 Northeastern University spring 13 autumn East 13 spring semester soil mechanics and foundation (two) online homework 3 Total score: 100 test time: - RadioButtonList A multiple-choice question To determine the problem RadioButtonList, (a total of 10 questions, a total of 50 points.) 1. the following Pcr and P1/4s argument is correct, A. Pcr and B P1/4 and is independent of the width of the foundation, the foundation width b B. Pcr and B P1/4 about the width of the foundation, and the base width is independent of B C. Pcr and P1/4 B and the width of the foundation D. Pcr and P1/4 are independent of B and the base width Score: 5 points 2. self weight stress in homogeneous soil was (distribution) A. line B. curve C. line D. uniform Score: 5 points 3. expressions of non-uniform coefficient for A. B. C. D. Score: 5 points The advantages of 4. precast concrete piles (is). A. is easy to ensure the quality of pile body B. large diameter Effect of C. on peripheral environment D. is suitable for all soil Score: 5 points 5. pile pile forming method according to the classification shall be (). A. non compaction pile B. pile C. pile D. friction pile Score: 5 points 6. when the settlement of P load load test to a s curve without obvious turning point when the plate area is 0.25 0.50m2 under the condition that the provisions of S = () corresponding to the pressure as the characteristic value of subgrade bearing capacity, but its value should not exceed the maximum loading amount of half. A. 0.02b B. (0.01 - 0.02) B C. (0.01 - 0.015) B D. 0.01b Score: 5 points 7. soil total stress shear strength index is C, diameter, effective stress shear strength index is C , the diameter of shear failure when the actual fracture surface with principal stress plane in angle A. B. C. D. Score: 5 points 8. the establishm

您可能关注的文档

文档评论(0)

jgx3536 + 关注
实名认证
文档贡献者

该用户很懒,什么也没介绍

版权声明书
用户编号:6111134150000003

1亿VIP精品文档

相关文档