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首页> 外文期刊>Journal of geotechnical and geoenvironmental engineering >Closure to 'Design Procedure and Considerations for Piers in Expansive Soils' by John D. Nelson, Erik G. Thompson, Robert W. Schaut, Kuo-Chieh Chao, Daniel D. Overton, and Jesse S. Dunham-Friel
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Closure to 'Design Procedure and Considerations for Piers in Expansive Soils' by John D. Nelson, Erik G. Thompson, Robert W. Schaut, Kuo-Chieh Chao, Daniel D. Overton, and Jesse S. Dunham-Friel

机译:John D. Nelson,Erik G. Thompson,Robert W. Schaut,Kuo-Chieh Chao,Daniel D. Overton和Jesse S. Dunham-Friel对“膨胀土中墩的设计程序和注意事项”的闭幕

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摘要

The writers appreciate the opportunity provided by these discussions to clarify some issues that were raised in the paper. Each of the discussions will be responded to separately. Some of the discussions relate to one or a few similar points. When other discussions relate to the same issue, reference will be made to the more lengthy and detailed response that dealt with the same issue.
机译:作者感谢这些讨论提供的机会,以澄清本文中提出的一些问题。每个讨论将分别回复。一些讨论涉及一个或几个类似的观点。当其他讨论涉及同一问题时,将参考涉及同一问题的更长篇幅和详细的答复。

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  • 来源
    《Journal of geotechnical and geoenvironmental engineering 》 |2014年第8期| 07014023.1-07014023.10| 共10页
  • 作者单位

    Colorado State Univ., Fort Collins, CO 80523, Engineering Analytics, Inc., 1600 Specht Point Rd., Ste. 209, Fort Collins, CO 80525;

    Colorado State Univ., Fort Collins, CO 80523, Engineering Analytics, Inc., 1600 Specht Point Rd., Ste. 209, Fort Collins, CO 80525;

    MWH Americas, Inc., 3665 JFK Parkway, Bldg. 1, Ste. 206, Fort Collins, CO 80525;

    Engineering Analytics, Inc., 1600 Specht Point Rd., Ste. 209, Fort Collins, CO 80525;

    Engineering Analytics, Inc., 1600 Specht Point Rd., Ste. 209, Fort Collins, CO 80525;

    Hayward Baker, Inc., 11575 Wadsworth Blvd., Broomfield, CO 80020 Engineering Analytics, Inc., 1600 Specht Point Rd., Ste. 209, Fort Collins, CO 80525;

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