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Titlebook: Recent Advances in Civil Engineering; Select Proceedings o Lakshman Nandagiri,M. C. Narasimhan,Shriram Marath Conference proceedings 2023 T

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樓主: ETHOS
11#
發(fā)表于 2025-3-23 11:29:50 | 只看該作者
Study on Variation of Leaf Temperature at Different Stages of Growth of Brinjal Crops,8 to study the variation of leaf temperature at different stages of growth of brinjal crops. The leaf and air temperatures were taken by handheld infrared thermometer at 12.00 and 4.00?p.m., and the corresponding soil moisture at 15?cm depth of crop field was measured by the gravimetric method durin
12#
發(fā)表于 2025-3-23 16:10:43 | 只看該作者
13#
發(fā)表于 2025-3-23 19:55:24 | 只看該作者
An Experimental Study on Self-Compacting Concrete by Using Silica Fume and Fly Ash, and class F fly ash, are used to provide the desired properties of the concrete. The SCC increases constructability, lowers skilled workers‘ wages, provides a smooth and clear surface quality, and speeds up project timelines. One way to reduce the cost of self-compacting concrete is to include ceme
14#
發(fā)表于 2025-3-23 22:41:05 | 只看該作者
Feasibility of Utilization of ECC Mix in Pavement Construction,g properties. The specialty of engineered cementitious composite is its tensile strain carrying capacity to be 300–500 times that of conventional concrete. Analysis results suggest that engineered cementitious composite can greatly extend the service life of the structure due to its high fatigue and
15#
發(fā)表于 2025-3-24 06:16:24 | 只看該作者
16#
發(fā)表于 2025-3-24 06:33:02 | 只看該作者
17#
發(fā)表于 2025-3-24 12:54:18 | 只看該作者
Experimental Studies on Pull-Out Behavior of Piles,ations are used for the effective transfer of load to the underlying soil. The ultimate shaft resistance of a single model pile in two different types of soils has been evaluated and compared in the present study. The experimental studies are carried out in a prefabricated model tank having a height
18#
發(fā)表于 2025-3-24 17:01:44 | 只看該作者
19#
發(fā)表于 2025-3-24 21:45:43 | 只看該作者
20#
發(fā)表于 2025-3-25 02:26:17 | 只看該作者
Determination of Saturated Hydraulic Conductivity in Unsaturated Zone from Field and Lab Methods, Hydraulic conductivity is one such parameter that is used as an input in many physically based models. As hydraulic conductivity is a highly spatially variable property, estimating the representative values are required for any modeling processes. The present study aimed at determining the saturate
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