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Titlebook: Recent Developments in Sustainable Infrastructure; Select Proceedings o Bibhuti Bhusan Das,Salim Barbhuiya,Purnachandra Sa Conference proce

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楼主: Grant
发表于 2025-3-23 11:33:35 | 显示全部楼层
Geotechnical Properties of Lateritic Rocks in North Goa rusty-red colouration due to high content of iron oxide. Owing to difficulties in construction of foundations on the lateritic strata, geotechnical investigations of such areas has drawn considerable attention. In the present study, samples of laterite rock were obtained from boreholes at Dona Paul
发表于 2025-3-23 16:44:03 | 显示全部楼层
Monitoring, Control and Mapping of Landslides in Goaommencement of civilization which credit up to 4% of total yearly deaths. Worldwide, landslides are assessed to cause about 1000 deaths annually apart from destructing resources worth millions of dollars. Landslides are one of the many natural disasters causing immense destruction and loss of lives
发表于 2025-3-23 20:52:08 | 显示全部楼层
State of Art on Load-Carrying Capacity and Settlements of Stone Columnssoil experience a huge settlement, which may become the main cause of failure. Thus, for any construction, improvement of the soft clay properties is necessary. Stone columns are frequently used to improve the soft soil nowadays. Stone columns speed up the rate of consolidation of the soft soil and
发表于 2025-3-24 01:11:26 | 显示全部楼层
Performance Study of Single Helix Embedded in Cohesionless Soil Under Pull-Out Loadsts were conducted using a laboratory-scale model tests tank of size 800 mm × 800 mm × 800 mm. A total of 18 tests were conducted in laboratory in which helix anchor was installed in loose and medium dense dry sand. A single model helix anchor made of steel was subjected to vertical pull-out load in
发表于 2025-3-24 05:03:21 | 显示全部楼层
发表于 2025-3-24 09:36:43 | 显示全部楼层
Review on Study of Soil Stabilization by Application of Microorganismsfacing great challenge of improving the properties of the soil which are going to carry the transferred load from the superstructure, ex: different types of buildings, bridges and roadways. The soil improvement techniques nowadays are emerging by the implementation of various significant ways to enh
发表于 2025-3-24 12:09:22 | 显示全部楼层
Parametric Study on Foundation Retrofitting Using Micro-pilesst. Thus, this paper aims to determine the effect of additional floors added to the existing strucutre, which further leads to the increase in load on the building‘s foundation. The effect of additional superimposed load on the settlement characteristics of foundation modified through micro-pile-bas
发表于 2025-3-24 15:29:38 | 显示全部楼层
发表于 2025-3-24 20:37:48 | 显示全部楼层
Seismic Performance of Polynomial Friction Pendulum Isolator (PFPI) on Benchmark Cable-Stayed BridgeFPI is evaluated with the basic friction pendulum system (FPS) based on the evaluation criteria stated in the phase I benchmark problem. The surface curvature of the PFPI is varied using a polynomial function to alleviate the drawbacks of FPS whose surface is spherical. The energy-absorbing capacity
发表于 2025-3-25 00:54:17 | 显示全部楼层
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