Geotechnical Stability of Waste Fills: Lessons Learned and Continuing Challenges

被引:17
作者
Bonaparte, Rudolph [1 ,2 ]
Bachus, Robert C. [3 ]
Gross, Beth A. [4 ]
机构
[1] Geosyntec Consultants Inc, 2002 Summit Blvd,Suite 885, Brookhaven, GA 30319 USA
[2] Georgia Inst Technol, Sch Civil & Environm Engn, Atlanta, GA 30332 USA
[3] Geosyntec Consultants Inc, 1255 Roberts Blvd NW,Suite 200, Kennesaw, GA 30144 USA
[4] Geosyntec Consultants Inc, Ctr Pointe Blvd, 2039 Ctr Pointe Blvd,Suite 103, Tallahassee, FL 32308 USA
关键词
Waste fills; Slope stability; Shear strength; Pore pressures; Progressive failure; Lessons learned; Municipal solid waste; MUNICIPAL SOLID-WASTE; LANDFILL SLOPE FAILURE; SHEAR-STRENGTH; INTERFACE STRENGTHS; LINER; RISK;
D O I
10.1061/(ASCE)GT.1943-5606.0002291
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Several noteworthy stability failures occurred at landfills in the United States in the 1980s and early 1990s, a timeframe coinciding with the promulgation of modern US environmental regulations. These failures were extensively studied, and lessons were learned. A state-of-practice developed to enable the design of waste fills to be stable throughout their construction, operation, and closure periods. However, a survey of landfill performance in the United States in the 2010-2019 timeframe shows that waste fill stability failures continue to occur. This paper, an expansion of the 2018 Terzaghi Lecture given by the first author, presents a brief review of several waste fill failures from the 1980s and 1990s and the lessons learned during that period. Several more recent waste fill failures are then reviewed, from which it is concluded that 20-30 years after the earlier failures, facility operators and design engineers are relearning the earlier lessons, as well as new lessons related to evolving waste streams and operating practices. The paper concludes with a discussion of the current standard-of-care for the design of US waste fills and suggests that this standard can be improved through application of the lessons described herein. (c) 2020 American Society of Civil Engineers.
引用
收藏
页数:24
相关论文
共 72 条
[1]  
AECOM, 2009, ROOT CAUS AN TVA KIN
[2]  
Andrews D. W., 1987, P 1987 S PRES FORM
[3]  
[Anonymous], 2015, FED REG, V80, P21302
[4]  
[Anonymous], 2008, GEOTECHNICAL SPECIAL, DOI DOI 10.1061/41146(395
[5]  
Athanasopoulos G, 2013, CHALLENGES AND INNOVATIONS IN GEOTECHNICS: PROCEEDINGS OF THE 18TH INTERNATIONAL CONFERENCE ON SOIL MECHANICS AND GEOTECHNICAL ENGINEERING, VOL 1, P309
[6]  
Augello AJ, 1995, GEOTECH SP, P17
[7]   Hydraulic and mechanical behavior of municipal solid waste and high-moisture waste mixtures [J].
Bareither, Christopher A. ;
Benson, Craig H. ;
Rohlf, Emily M. ;
Scalia, Joseph .
WASTE MANAGEMENT, 2020, 105 :540-549
[8]   Effects of Waste Composition and Decomposition on the Shear Strength of Municipal Solid Waste [J].
Bareither, Christopher A. ;
Benson, Craig H. ;
Edil, Tuncer B. .
JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2012, 138 (10) :1161-1174
[9]   Slope failures in municipal solid waste dumps and landfills: a review [J].
Blight, Geoffrey .
WASTE MANAGEMENT & RESEARCH, 2008, 26 (05) :448-463
[10]  
Bonaparte R., 1995, ASCE GEOTECHNICAL SP, V46, P515