Topic
Soil stabilization
About: Soil stabilization is a research topic. Over the lifetime, 3161 publications have been published within this topic receiving 48437 citations.
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Book•
31 Dec 1990
TL;DR: In this paper, the authors investigate the bearing capacity of Shallow Foundations and stress distribution and settlement of shallow Foundations in the presence of earthquakes. But they do not consider the effects of earthquakes on these foundations.
Abstract: 1 Subsurface Explorations and Sampling.- 2 Sampling and Preparation of Marine Sediments.- 3 Soil Technology and Engineering Properties of Soils Hans.- 4 Bearing Capacity of Shallow Foundations.- 5 Stress Distribution and Settlement of Shallow Foundations.- 6 Earth Pressures.- 7 Dewatering and Groundwater Control.- 8 Compacted Fill.- 9 Soil Stabilization and Grouting.- 10 Stability of Earth Slopes.- 11 Landslides.- 12 Retaining Structures and Excavations.- 13 Pile Foundations.- 14 Drilled Shaft Foundations.- 15 Foundation Vibrations.- 16 Earthquake Effects on Soil-Foundation Systems.- 17 Foundation Problems in Earthquake Regions.- 18 Offshore Structure Foundations.- 19 Foundations in Cold Regions.- 20 Geotechnics of Hazardous Waste Control Systems.- 21 Reinforced Earth.- 22 Geosynthetics in Geotechnical Engineering.- 23 Deep Compaction of Granular Soils.- 24 Stabilization of Soil With Lime Columns.- 25 Durability and Protection of Foundations.- 26 Ground Anchors and Soil Nails in Retaining Structures.
443 citations
Book•
01 Dec 1994
TL;DR: Earth construction soil soil soil identification soil stabilization soil suitability tests characteristics methods of utilization production methods design guidelines disaster housing earth wall finishes as mentioned in this paper, which are used for earth wall finish.
Abstract: Earth construction soil soil identification soil stabilization soil suitability tests characteristics methods of utilization production methods design guidelines disaster housing earth wall finishes.
412 citations
TL;DR: In this article, the effects of installing a driven pile on the strength of the soil were investigated using a work-hardening elasto-plastic soil model, which has the unique feature of allowing the strength to change as the water content changes, thus it is possible to calculate the new intrinsic soil strength at any stage during consolidation.
Abstract: This paper describes the results of numerical analysis of the effects of installing a driven pile. The geometry of the problem has been simplified by the assumption of plane strain conditions in addition to axial symmetry. Pile installation has been modelled as the undrained expansion of a cylindrical cavity. The excess pore pressures generated in this process have subsequently been assumed to dissipate by means of outward radial flow of pore water. The consolidation of the soil has been studied using a work-hardening elasto–plastic soil model which has the unique feature of allowing the strength of the soil to change as the water content changes. Thus it is possible to calculate the new intrinsic soil strength at any stage during consolidation. In particular the long-term shaft capacity of a driven pile may be estimated from the final effective stress state and intrinsic strength of the soil adjacent to the pile. A parametric study has been made of the effect of the past consolidation history of the soil...
409 citations
TL;DR: In this article, the influence of the mixture of polypropylene fiber and lime on the engineering properties of a clay-ey soil was investigated and analyzed through scanning electron microscopy (SEM) analysis of the specimens after shearing.
378 citations
TL;DR: In this paper, the effect of randomly distributed fiber reinforcement and cement inclusion on the response of a sandy soil to load was evaluated and it was shown that the fiber reinforcement increases both he peak and residual triaxial strength, decreases stiffness, and changes the cemented soils brittle behavior to a more ductile one.
Abstract: Triaxial compression tests were carried out to evaluate the effect of randomly distributed fiber reinforcement and cement inclusion on the response of a sandy soil to load. Cemented specimens were prepared with cement contents of 0% and 1% by weight of dry soil and cured for seven days. Fiber length was of 12.8 mm, in the contents of 0% and 3% by weight of dry soil-cement mixture. Test results indicated that the addition of cement to soil increases stiffness, brittleness, and peak strength. The fiber reinforcement increases both he peak and residual triaxial strength, decreases stiffness, and changes the cemented soils’ brittle behavior to a more ductile one. The triaxial peak strength increase due to fiber inclusion is more effective for uncemented soil. However, the increase in residual strength is more efficacious when fiber is added to cemented soil. Peak strength envelopes indicate that the friction angle is increased from 35° to 46° as a result of fiber inclusion. The cohesion intercept is affected slightly by fiber addition, being basically a function of cementation.
351 citations