Your single point of reference for all your Geotechnical Inquiries

Publications tagged with [slopes]

Total Items found:
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.
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
<p>The paper presents summary of the work carried out by the author on the modelling of jointed rock mass with some field applications.</p>
Reference: International Journal of the JCRM vol.5 (2009) pp.39-51
<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
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
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
In this article a conceptual model for long term stability of slopes and embankments on soft soils is presented, which is based on the Critical State Soil Mechanics framework. Using experience gained from predominantly clayey soils, the effects of viscosity, ...
Reference: Proceedings of the 4th Canadian Conference on Geohazards: From Causes to Management. Presse de l’Université Laval, Québec, 594 p.
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
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
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