Zobrazeno 1 - 10
of 313
pro vyhledávání: '"Vanapalli Sai K."'
Publikováno v:
E3S Web of Conferences, Vol 569, p 07005 (2024)
Stone columns are often designed using the conventional framework of saturated soils, ignoring the influence of in-situ unsaturated soil conditions. Such an approach contributes to unrealistic and, in certain scenarios, over-conservative designs. The
Externí odkaz:
https://doaj.org/article/da8d73e708b54b38b3bce4766e611e87
Publikováno v:
E3S Web of Conferences, Vol 382, p 12001 (2023)
Geosynthetic encased stone columns are often designed using the conventional framework of saturated soils ignoring the influence of in-situ unsaturated soil conditions. This article evaluates the performance of stone columns with and without geosynth
Externí odkaz:
https://doaj.org/article/dc39122c36c84ed48d056e79497eeb50
Autor:
Fazel Mojtahedi Farid, Ghaffari Mohammad Amin, Rahmati Saeed, Nazari Ali, Sadeghi Hamed, Vanapalli Sai K.
Publikováno v:
E3S Web of Conferences, Vol 382, p 22003 (2023)
Land subsidence associated with using natural groundwater resources for serving the growing population needs has been receiving extensive research attention in the literature over the past few decades. The water content fluctuation in the of subsurfa
Externí odkaz:
https://doaj.org/article/eaa6ee8053af44a7bdd853a3a9ca3ec3
Publikováno v:
E3S Web of Conferences, Vol 382, p 21004 (2023)
In this paper, numerical study results that highlight the capability of using pond ash as a cover material in covers with capillary barrier effects are succinctly summarized. A model was exclusively developed and calibrated using commercial software
Externí odkaz:
https://doaj.org/article/f083635a1a414878898e816640b1a79c
Publikováno v:
MATEC Web of Conferences, Vol 337, p 02010 (2021)
The particle-size distribution (PSD) is the key information required by several models for prediction of the soil-water characteristic curve (SWCC). The performance of these models has been extensively investigated in the literature; however, limited
Externí odkaz:
https://doaj.org/article/2747b3eb4fc7423e931c69ebbff7fa5d
Autor:
Cheng Xinting, Vanapalli Sai K.
Publikováno v:
MATEC Web of Conferences, Vol 337, p 03012 (2021)
Pile foundations are widely used in both saturated and unsaturated soils. In certain scenarios, these foundations are subjected to combined vertical and lateral loads. Conventionally, saturated soil mechanics principles are routinely used for the des
Externí odkaz:
https://doaj.org/article/b44ff17ac0854316a92bad880a2b5256
Autor:
Tan Mengxi, Vanapalli Sai K.
Publikováno v:
MATEC Web of Conferences, Vol 337, p 03009 (2021)
In the last two decades, there has been a significant increase in infrastructure development on slopes of hilly regions of the world, due to population growth. There are many infrastructures on unsaturated expansive slopes, especially in semi-arid an
Externí odkaz:
https://doaj.org/article/f107c472c5174349bcba87ed1d8cb7de
Publikováno v:
E3S Web of Conferences, Vol 195, p 02024 (2020)
The development of theoretical and semi-empirical models to study capillary mechanisms and predict the soil-water characteristic curve (SWCC) generally requires the idealization of pore space and pore water, considering simplifying hypotheses. The st
Externí odkaz:
https://doaj.org/article/8477cef09605407fbef8ccef5249af63
Dynamic response and constitutive model for coal-rock composite material subjected to impact loading
Publikováno v:
In Engineering Fracture Mechanics 20 December 2024 312
Publikováno v:
In Cold Regions Science and Technology December 2024 228