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Publications tagged with [slopes]

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BACK-ANALYSIS OF PREEXISTING LANDSLIDES (2011)
Drained residual shear strength is applicable to slopes containing preexisting shear surfaces and preexisting landslides. Laboratory ring shear testing by various researchers suggest the possibility of strength gain along preexisting shear surfaces which had ...
Reference: Proceedings of Specialty Conf. GEO-FRONTIERS 2011, ASCE, Dallas, TX, March, 2011, pp. 3659-3668.
PEAK AND POST - PEAK SHEAR STRENGTH OF CEMENT BENTONITE (2010)
Self-hardening cement-bentontie (c-b) slurry walls were constructed as shear walls to stabilize the downstream slope of Tuttle Creek Dam near Manhattan, Kansas. The slope stabilization was required to protect the existing pressure relief well system located ...
Reference: DFI Journal, the journal of the deep foundation institute, Vol. 4, Aug. 2010
LIMIT STATES AND LOAD RESISTANCE DESIGN OF SLOPES AND RETAINING STRUCTURES (2009)
<p>The primary goal of this report was to develop Load and Resistance Factor Design (LRFD) methods for slopes and retaining structures. Even though there is past research on LRFD of shallow foundations and piles, there are very few publications available on ...
Reference: FHWA/IN/JTRP-2008/5
STRENGTH DIFFERENCE BETWEEN CLAM-SHELL AND LONG-REACH EXCAVATOR CONSTRUCTED CEMENT-BENTONITE SELF-HARDENING SLURRY WALLS (2009)
Cement-bentonite (c-b) self-hardening slurry walls are being constructed as a seismic retrofit to stabilize the downstream slope of Tuttle Creek Dam in Manhattan, Kansas. A full-scale test program was conducted to evaluate various slurry mixes along with two ...
Reference: 2009 International Foundation Congress and Equipment Expo, Contemporary Topics in Ground Modification, Problem Soils, and Geo-Support, Geotechnical Special Publication No. 187, ASCE
LIMIT STATES AND LOAD AND RESISTANCE DESIGN OF SLOPES AND RETAINING STRUCTURES (2008)
The primary goal of this report was to develop Load and Resistance Factor Design (LRFD) methods for slopes and retaining structures. Even though there is past research on LRFD of shallow foundations and piles, there are very few publications available on LRFD ...
Reference: FHWA/IN/JTRP-2008/5
SEISMIC ANALYSIS AND DESIGN OF RETAINING WALLS, BURIED STRUCTURES, SLOPES, AND EMBANKMENTS, APPENDICES A TO K (2008)
This report explores analytical and design methods for the seismic design of retaining walls, buried structures, slopes, and embankments. The Final Report is organized into two volumes. NCHRP Report 611 is Volume 1 of this study
Reference: NCHRP Report 611, TRB
SEISMIC ANALYSIS AND DESIGN OF RETAINING WALLS, BURIED STRUCTURES, SLOPES, AND EMBANKMENTS, VOLUME 1 (2008)
This report explores analytical and design methods for the seismic design of retaining walls, buried structures, slopes, and embankments. The Final Report is organized into two volumes. NCHRP Report 611 is Volume 1 of this study
Reference: NCHRP Report 611, TRB
SEISMIC ANALYSIS AND DESIGN OF RETAINING WALLS, BURIED STRUCTURES, SLOPES, AND EMBANKMENTS, VOLUME 2 (2008)
This report explores analytical and design methods for the seismic design of retaining walls, buried structures, slopes, and embankments. The Final Report is organized into two volumes. NCHRP Report 611 is Volume 1 of this study
Reference: NCHRP Report 611, TRB
SLOPE ASSESSMENT SYSTEMS: A REVIEW ANDEVALUATION OF CURRENT TECHNIQUES USED FORCUT SLOPES IN THE MOUNTAINOUS TERRAIN OFWEST MALAYSIA (2008)
<p>This paper overviews five slope assessment systems(SAS) developed in Malaysia for predicting landslide for large-scale assessments.</p>
Reference: Vol. 13, Bundle E
NUMERICAL EVALUATION OF SLOPE TOPOGRAPHY EFFECTS ON SEISMIC GROUND MOTION (2005)
This paper presents results of numerical analyses for the seismic response of step-like ground slopes in uniform visco-elastic soil, under vertically propagating SV seismic waves.
Reference: Soil Dynamics and Earthquake Engineering 25 (2005) 547-558