NUMERICAL ANALYSIS OF THE IMPACT OF OVERCUT ON THE SOIL-PIPE INTERACTION IN PIPEJACKING.
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- Journal of GeoEngineering, 2016, v. 11, n. 3, p. 151, doi. 10.6310/jog.2016.11(3).5
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- Publication type:
- Article
Works matching IS 19908326 AND DT 2016 AND VI 11 AND IP 3
Results: 5
1
2
A SIMPLIFIED MODELING FOR SEISMIC RESPONSES OF RECTANGULAR FOUNDATION ON PILES SUBJECTED TO HORIZONTAL EARTHQUAKES.
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- Journal of GeoEngineering, 2016, v. 11, n. 3, p. 109, doi. 10.6310/jog.2016.11(3).1
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- Article
3
LABORATORY EVALUATION OF SOIL-NAILING QUALITY INSPECTION BY AN IMPROVED TDR METHOD.
- Published in:
- Journal of GeoEngineering, 2016, v. 11, n. 3, p. 143, doi. 10.6310/jog.2016.11(3).4
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- Publication type:
- Article
4
STABILITY ANALYSES FOR GEOSYNTHETIC-REINFORCED STEEP-FACED SLOPES SUBJECTED TO TOE SCOURING.
- Published in:
- Journal of GeoEngineering, 2016, v. 11, n. 3, p. 123, doi. 10.6310/jog.2016.11(3).2
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- Article
5
EVALUATION OF SIZE AND BOUNDARY EFFECTS IN SIMPLE SHEAR TESTS WITH DISTINCT ELEMENT MODELING.
- Published in:
- Journal of GeoEngineering, 2016, v. 11, n. 3, p. 133, doi. 10.6310/jog.2016.11(3).3
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- Publication type:
- Article