Predicting potential heave and heave with time in swelling foundation soils /

Evaluation of sample disturbance on soils using the concept of "reference strain" /

Drnevich, Vincent P.
Geotechnical Laboratory (U.S.)
United States. Army. Corps of Engineers.

January 1979

"September 1979.""Prepared for Office, Chief of Engineers, U.S. Army ... under contract no. DACW39-7...

Prediction of pore water pressure buildup and liquefaction of sands during earthquakes by the cyclic strain method /

Dobry, R. (Ricardo), 1922-
Center for Building Technology.

January 1982

"Issued July 1982.""Center for Building Technology, National Engineering Laboratory, National Bureau...

An elastic-plastic constitutive relation for transverse-isotropic three-phase earth materials /

Baladi, George Y.
Geotechnical Laboratory (U.S.)
United States. Assistant Secretary of the Army (R & D)

"August 1978.""Geotechnical Laboratory.""Final report."Cover title.Includes bibliographical referenc...

Overview for design of foundations on expansive soils /

Johnson, Lawrence D.
Geotechnical Laboratory (U.S.)
United States. Army. Corps of Engineers.

"September 1979.""Geotechnical Laboratory.""Final report."Cover title.Includes bibliographical refer...

Evaluation of laboratory suction tests for prediction of heave in foundation soils : final report /

Johnson, Lawrence D.
Seed, H. Bolton (Harry Bolton), joint author.
Waterways Experiment Station (U.S.)

January 1977

Issued August 1977.Prepared for Office, Chief of Engineers, U.S. Army, Washington, D.C. under RDT & ...

Liquefaction potential of dams and foundations.

Townsend, Frank C.
Mulilis, John P. (John Paul)
Geotechnical Laboratory (U.S.)
United States. Army. Corps of Engineers.

"March 1979.""Geotechnical Laboratory.""Report 6 of a series."Cover title.Includes bibliographical r...

Predicted and actual performance of a structure in expansive soils /

Simmons, Mark E.
Geotechnical Laboratory (U.S.)

"November 1984."Distributed to depository libraries in microfiche.Cover title.Includes bibliographic...

Swell behavior of NAF-11 Sigonella foundation soil : final report /

Johnson, Lawrence D.
Waterways Experiment Station (U.S.)
United States. Army. Corps of Engineers. Europe Division.

January 1977

Issued September 1977.Prepared for U.S. Army Engineer Division, Europe.Cover title.Includes bibliogr...

Susceptibility of dispersive clay at Grenada Dam, Mississippi to piping and rainfall erosion /

Perry, Edward B. (Edward Belk)
Geotechnical Laboratory (U.S.)
United States. Army. Corps of Engineers. Lower Mississippi Valley Division.

"September 1979.""Geotechnical Laboratory.""Final report."Cover title.Includes bibliographical refer...

Large-scale load tests and data base of spread footings on sand/

Gibbens, Robert (Robert M.)
Briaud, J.-L.
Texas A & M University. Civil Engineering Department.
Geotest Engineering, Inc.
Turner-Fairbank Highway Research Center.

"November 1997."Cover title.Includes bibliographical references (p. 214-217).Final report.Performed ...

Closure to “closed-form heave solutions for expansive soils”

Rao, R. Rama
Rahardjo, Harianto
Fredlund, Delwyn G.

January 1989

During the past decade, the theory for heave prediction has developed within the context of unsatura...

Computer-Aided Design for Estimating Foundation Uplift on Expansion Soils

A. Basma, Adnan
Al-Rawas, Amer Ali

December 1999

This work presents a methodology to determine in-situ heave of foundations due to soil expansion. A ...

The response of soils to dynamic loadings : report 26 : final report /

Whitman, Robert V., 1928-2012.

January 1970

Under Contract No. DA-22-079-eng-224 by Massachusetts Institute of Technology, Cambridge, Massachuse...

Prediction of Soil Swelling Parameters

Pruška, Jan
Šedivý, Miroslav

December 2015

AbstractThe swelling parameters can be directly measured in the laboratory or in situ and indirectly...

Predicting heave on the expansive soil

Diana Willis
Widianti Anita
Hartono Edi
Setyo Muntohar Agus

January 2018

The heave of expansive soil information is a fundamental part of the preparation of a foundation des...

Evaluation of sample disturbance on soils using the concept of "reference strain" /

Drnevich, Vincent P.
Geotechnical Laboratory (U.S.)
United States. Army. Corps of Engineers.

January 1979

"September 1979.""Prepared for Office, Chief of Engineers, U.S. Army ... under contract no. DACW39-7...

Prediction of pore water pressure buildup and liquefaction of sands during earthquakes by the cyclic strain method /

Dobry, R. (Ricardo), 1922-
Center for Building Technology.

January 1982

"Issued July 1982.""Center for Building Technology, National Engineering Laboratory, National Bureau...

An elastic-plastic constitutive relation for transverse-isotropic three-phase earth materials /

Baladi, George Y.
Geotechnical Laboratory (U.S.)
United States. Assistant Secretary of the Army (R & D)

"August 1978.""Geotechnical Laboratory.""Final report."Cover title.Includes bibliographical referenc...

Overview for design of foundations on expansive soils /

Johnson, Lawrence D.
Geotechnical Laboratory (U.S.)
United States. Army. Corps of Engineers.

"September 1979.""Geotechnical Laboratory.""Final report."Cover title.Includes bibliographical refer...

Evaluation of laboratory suction tests for prediction of heave in foundation soils : final report /

Johnson, Lawrence D.
Seed, H. Bolton (Harry Bolton), joint author.
Waterways Experiment Station (U.S.)

January 1977

Issued August 1977.Prepared for Office, Chief of Engineers, U.S. Army, Washington, D.C. under RDT & ...

Liquefaction potential of dams and foundations.

Townsend, Frank C.
Mulilis, John P. (John Paul)
Geotechnical Laboratory (U.S.)
United States. Army. Corps of Engineers.

"March 1979.""Geotechnical Laboratory.""Report 6 of a series."Cover title.Includes bibliographical r...

Predicted and actual performance of a structure in expansive soils /

Simmons, Mark E.
Geotechnical Laboratory (U.S.)

"November 1984."Distributed to depository libraries in microfiche.Cover title.Includes bibliographic...

Swell behavior of NAF-11 Sigonella foundation soil : final report /

Johnson, Lawrence D.
Waterways Experiment Station (U.S.)
United States. Army. Corps of Engineers. Europe Division.

January 1977

Issued September 1977.Prepared for U.S. Army Engineer Division, Europe.Cover title.Includes bibliogr...

Susceptibility of dispersive clay at Grenada Dam, Mississippi to piping and rainfall erosion /

Perry, Edward B. (Edward Belk)
Geotechnical Laboratory (U.S.)
United States. Army. Corps of Engineers. Lower Mississippi Valley Division.

"September 1979.""Geotechnical Laboratory.""Final report."Cover title.Includes bibliographical refer...

Large-scale load tests and data base of spread footings on sand/

Gibbens, Robert (Robert M.)
Briaud, J.-L.
Texas A & M University. Civil Engineering Department.
Geotest Engineering, Inc.
Turner-Fairbank Highway Research Center.

"November 1997."Cover title.Includes bibliographical references (p. 214-217).Final report.Performed ...

Closure to “closed-form heave solutions for expansive soils”

Rao, R. Rama
Rahardjo, Harianto
Fredlund, Delwyn G.

January 1989

During the past decade, the theory for heave prediction has developed within the context of unsatura...

Computer-Aided Design for Estimating Foundation Uplift on Expansion Soils

A. Basma, Adnan
Al-Rawas, Amer Ali

December 1999

This work presents a methodology to determine in-situ heave of foundations due to soil expansion. A ...

The response of soils to dynamic loadings : report 26 : final report /

Whitman, Robert V., 1928-2012.

January 1970

Under Contract No. DA-22-079-eng-224 by Massachusetts Institute of Technology, Cambridge, Massachuse...

Prediction of Soil Swelling Parameters

Pruška, Jan
Šedivý, Miroslav

December 2015

AbstractThe swelling parameters can be directly measured in the laboratory or in situ and indirectly...

Predicting heave on the expansive soil

Diana Willis
Widianti Anita
Hartono Edi
Setyo Muntohar Agus

January 2018

The heave of expansive soil information is a fundamental part of the preparation of a foundation des...

Evaluation of sample disturbance on soils using the concept of "reference strain" /

Drnevich, Vincent P.
Geotechnical Laboratory (U.S.)
United States. Army. Corps of Engineers.

January 1979

"September 1979.""Prepared for Office, Chief of Engineers, U.S. Army ... under contract no. DACW39-7...

Prediction of pore water pressure buildup and liquefaction of sands during earthquakes by the cyclic strain method /

Dobry, R. (Ricardo), 1922-
Center for Building Technology.

January 1982

"Issued July 1982.""Center for Building Technology, National Engineering Laboratory, National Bureau...

An elastic-plastic constitutive relation for transverse-isotropic three-phase earth materials /

Baladi, George Y.
Geotechnical Laboratory (U.S.)
United States. Assistant Secretary of the Army (R & D)

"August 1978.""Geotechnical Laboratory.""Final report."Cover title.Includes bibliographical referenc...

Predicting potential heave and heave with time in swelling foundation soils /

Abstract

Extracted data

Predicting potential heave and heave with time in swelling foundation soils /

Abstract

Extracted data

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