Titlebook: ;

使乳化

deciduous

Bearing Capacity of Strip Footing on Clay Soil Reinforced with Metal Strips and with Anchors, conditions. Maximum increase was observed for the case of constant length of reinforcement. Provision of end anchors increases the bearing capacity significantly and permits use of shorter reinforcement with low coverage ratio.

洁净

生命

玛瑙

Use of Jhama Columns as Replacement of Stone Columns,ied to observe the difference in behaviour of a stone column and a jhama column in terms of bearing capacity and mode of failure. A numerical analysis using Plaxis-2D was also carried out to observe the load-settlement behavior of all the models. A good agreement of experimental and analytical results was observed.

Vital-Signs

https://doi.org/10.1007/978-3-642-50221-7soils over lime stabilized and enzyme stabilized soils. CBR tests were also done by varying the percentage of clay in the soil specimens. In all tests enzymatic lime stabilized soils exhibited superior improvement of properties.

欺骗世家

Cholesterol

lethal

Geotechnical Aspects of Various Constructions along the Canal Embankment using Rice Husk Ash as Staermined on the expansive clay specimen to which RHA was added in different quantities such as 5, 10, 15, 20… 50% by dry weight of the soil. Test results indicated that FSI and PI decreased with increasing RHA content. Further, CBR and angle of internal friction increase while cohesion decrease.

facilitate

Pathological Voice Acquisition, untreated sand in the load carrying capacity and settlement behavior of footing resting on loose sand. The effects of Geopolymer soil column and untreated sand are investigated by conducting experimental studies. The parameters involved in this study include soil column spacings and curing periods.