Zobrazeno 1 - 10
of 11
pro vyhledávání: '"Mohit K. Mistry"'
Publikováno v:
Environmental Science and Pollution Research. 28:24940-24971
All over the globe, the generation of industrial waste has been increased due to the increasing demand for modern civilisation. In the developing countries like India, it is growing vigorously which eventually increases the production of vehicles and
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::49e01397789bfdd38174b7373c643a06
https://doi.org/10.1007/s11356-021-13522-4
https://doi.org/10.1007/s11356-021-13522-4
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9789811656682
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3e070fcbecfbab8d1606dd341f42e775
https://doi.org/10.1007/978-981-16-5669-9_17
https://doi.org/10.1007/978-981-16-5669-9_17
Publikováno v:
Geotechnical Characteristics of Soils and Rocks of India ISBN: 9781003177159
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::bb87322e5fe4d3db99e02e35da24e88f
https://doi.org/10.1201/9781003177159-12
https://doi.org/10.1201/9781003177159-12
Publikováno v:
Geotechnical and Geological Engineering. 38:1899-1917
The use of fibres in a random orientation within weak/problematic soils is one of the techniques for their improvement. In the recent past, some studies on fibre inclusion in soils at macro-level have been reported. However, the interaction between f
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::257d3104be9800c51a654d331d26c986
https://doi.org/10.1007/s10706-019-01138-y
https://doi.org/10.1007/s10706-019-01138-y
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9789811600760
This paper investigates the influence of waste tyre fibres on the geotechnical properties of clayey soil used as a subgrade material. Laboratory California bearing ratio (CBR) tests were conducted for the unsoaked condition as a measurement of paveme
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::75d36ee99219247a8b6959a85577c163
https://doi.org/10.1007/978-981-16-0077-7_2
https://doi.org/10.1007/978-981-16-0077-7_2
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9789813363694
The bearing capacity (BC) of footing is considerably governed by soil settlement. In practice, the BC of soil can be improved by reinforcing the soil. The laboratory model tests were performed to investigate the effect of water table depth (WTD) on B
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::bc553d9a3919ab9dbcb059b07ea91f8e
https://doi.org/10.1007/978-981-33-6370-0_28
https://doi.org/10.1007/978-981-33-6370-0_28
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9789811562365
Reinforcement of soil with fibres in different forms has been a regular practice since early days. Utilizing the waste tire fibres instead of other types of fibres will serve the dual purpose of utilization of waste as well as improving the behaviour
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9eddf2ad22a06aca7b6ee4c6dac8ed5d
https://doi.org/10.1007/978-981-15-6237-2_27
https://doi.org/10.1007/978-981-15-6237-2_27
Publikováno v:
Environmental science and pollution research international. 28(20)
All over the globe, the generation of industrial waste has been increased due to the increasing demand for modern civilisation. In the developing countries like India, it is growing vigorously which eventually increases the production of vehicles and
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=pmid________::3f33fceaacaa5ccd6d78bf956e701387
https://pubmed.ncbi.nlm.nih.gov/33770356
https://pubmed.ncbi.nlm.nih.gov/33770356
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9789811374791
This paper presents the laboratory investigation on compaction and unconfined compression behaviours of clayey soil reinforced with waste tyre fibres. In the present study, waste tyre fibres (WTF) were mixed with the soil at optimum mixing moisture c
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ac799cb94cd806ada2ccc57c6510c8bd
https://doi.org/10.1007/978-981-13-7480-7_11
https://doi.org/10.1007/978-981-13-7480-7_11
Autor:
Chandresh H. Solanki, Mohit K. Mistry, Tejaswani Shukla, Sanjay Kumar Shukla, Shruti Shukla, P. Venkateswalu
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9789811370090
In the state of Gujarat, India, a significant part of the area is covered by expansive soil deposits. The swelling and shrinkage characteristics of expansive soil as a result of wetting and drying cause problems for safety and/or performance of struc
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2b8c4a7acfa726e9eb94cd63c9eb2e5e
https://doi.org/10.1007/978-981-13-7010-6_15
https://doi.org/10.1007/978-981-13-7010-6_15