STUDY OF AN UNSATURATED SLOPE FAILURE DUE TO RAINFALL INFILTRATION IN WENSHAN DISTRICT OF TAIPEI CITY.
- Published in:
- Journal of GeoEngineering, 2019, v. 14, n. 4, p. 277, doi. 10.6310/jog.201912_14(4).6
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- Publication type:
- Article
Works matching IS 19908326 AND DT 2019 AND VI 14 AND IP 4
Results: 6
1
2
3D NONLINEAR FINITE ELEMENT ANALYSIS OF PILED-RAFT FOUNDATION FOR TALL WIND TURBINES AND ITS COMPARISON WITH ANALYTICAL MODEL.
- Published in:
- Journal of GeoEngineering, 2019, v. 14, n. 4, p. 259, doi. 10.6310/jog.201912_14(4).5
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- Article
3
EXPERIMENTAL STUDY ON SHAKEDOWN COMPRESSION OF SATURATED GRANULAR SOILS DUE TO PORE PRESSURE VARIATION.
- Published in:
- Journal of GeoEngineering, 2019, v. 14, n. 4, p. 247, doi. 10.6310/jog.201912_14(4).4
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- Article
4
EXPERIMENTAL EVIDENCE INTO THE IMPACT OF SAMPLE RECONSTITUTION ON THE PORE WATER PRESSURE GENERATION OF OVERCONSOLIDATED SILTY SAND SOILS.
- Published in:
- Journal of GeoEngineering, 2019, v. 14, n. 4, p. 229, doi. 10.6310/jog.201912_14(4).3
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- Article
5
ROLE OF PLANT ROOT MORPHOLOGY IN THE STABILITY OF VEGETATED SLOPES.
- Published in:
- Journal of GeoEngineering, 2019, v. 14, n. 4, p. 219, doi. 10.6310/jog.201912_14(4).2
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- Publication type:
- Article
6
THE SYSTEM STIFFNESS AND WALL DISPLACEMENT OF A DEEP EXCAVATION STRENGTHENED WITH CROSS WALLS IN SOFT CLAY.
- Published in:
- Journal of GeoEngineering, 2019, v. 14, n. 4, p. 203, doi. 10.6310/jog.201912_14(4).1
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- Publication type:
- Article