Lessons Learned from Foundation and Slab Failures on Expansive Soils

被引:6
|
作者
Nelson, Erik J. [1 ]
Chao, Kuo Chieh [1 ]
Nelson, John D. [1 ,2 ]
Overton, Daniel D. [1 ]
机构
[1] Engn Analyt Inc, 1600 Specht Point Rd,Suite 209, Ft Collins, CO 80525 USA
[2] Colorado State Univ, Ft Collins, CO 80525 USA
关键词
Expansive soils; Slab heave; Foundation heave; Foundation failure; Slab failure; Design defect; Construction defect; Case history;
D O I
10.1061/(ASCE)CF.1943-5509.0000958
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Four case histories are presented to define lessons that can be learned from the investigation of the failure of slabs, footings, and deep foundation elements caused by heaving of expansive soil. For each case history the site conditions, the nature of the distress, and the scope of the forensic investigation are presented. Several factors that contribute to the cause of the failures are identified, and commonality between the various factors is noted. The most commonly identified factors relate to inadequate soil sampling, soil testing, and analysis of the data, resulting in deficient design and poor construction practices. Another contributing factor relating to failure is inadequate drainage. The general conclusions to be drawn are that it is important to apply rigorous engineering practices on expansive soil sites. The engineers and contractors must understand the nature of expansive soil and have an appreciation for the types of problems it can cause. (C) 2016 American Society of Civil Engineers.
引用
收藏
页数:14
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