Experimental and Reliability Study of Nano-Silica Stabilized Problematic Soil in Lesser Himalayan Region DOI
Ishwor Thapa, Sufyan Ghani

Geotechnical and Geological Engineering, Год журнала: 2024, Номер unknown

Опубликована: Окт. 3, 2024

Язык: Английский

Novel application of low carbon limestone calcined clay cement (LC3) in expansive soil stabilization: An eco-efficient approach DOI
Nauman Ijaz, Weimin Ye,

Zia ur Rehman

и другие.

Journal of Cleaner Production, Год журнала: 2022, Номер 371, С. 133492 - 133492

Опубликована: Авг. 10, 2022

Язык: Английский

Процитировано

93

Strengthening potential of xanthan gum biopolymer in stabilizing weak subgrade soil DOI
Muhammad Hamza, Zhihong Nie, Mubashir Aziz

и другие.

Clean Technologies and Environmental Policy, Год журнала: 2022, Номер 24(9), С. 2719 - 2738

Опубликована: Июнь 25, 2022

Язык: Английский

Процитировано

51

Geotechnical properties of problematic expansive subgrade stabilized with xanthan gum biopolymer DOI
Muhammad Hamza, Zhihong Nie, Mubashir Aziz

и другие.

Road Materials and Pavement Design, Год журнала: 2022, Номер 24(7), С. 1869 - 1883

Опубликована: Июнь 29, 2022

This article presents a comprehensive study on the efficacy of xanthan gum (XG) biopolymer as green construction material in treating problematic expansive subgrade. The soil was treated with various concentrations XG (0, 0.5, 1.0, 1.5, 2.0, and 5.0%) considering long-term aging period 4, 7, 14, 28, 60 365 days). results showed reduction plasticity at higher increase content. At 1.5% content unconfined compressive strength, elastic modulus, resilient unsoaked soaked CBR values were notably increased by 5–10 orders magnitude regarded optimum. Meanwhile, microstructural studies coupled elemental analysis highlight bridging particles stiff XG-hydrogel formation that contributes to strength development. Overall, XG-treatment exhibits an economical sustainable solution for treatment

Язык: Английский

Процитировано

51

Geotechnical behavior of high-plastic clays treated with biopolymer: macro–micro-study DOI
Muhammad Hamza, Zhihong Nie, Mubashir Aziz

и другие.

Environmental Earth Sciences, Год журнала: 2023, Номер 82(3)

Опубликована: Фев. 1, 2023

Язык: Английский

Процитировано

36

Design optimization and statistical modeling of recycled waste-based additive for a variety of construction scenarios on heaving ground DOI

Zia ur Rehman,

Nauman Ijaz, Weimin Ye

и другие.

Environmental Science and Pollution Research, Год журнала: 2023, Номер 30(14), С. 39783 - 39802

Опубликована: Янв. 5, 2023

Язык: Английский

Процитировано

32

Geotechnical properties of problematic expansive subgrade stabilized with guar gum biopolymer DOI
Muhammad Hamza, Zhihong Nie, Mubashir Aziz

и другие.

Clean Technologies and Environmental Policy, Год журнала: 2023, Номер 25(5), С. 1699 - 1719

Опубликована: Янв. 31, 2023

Язык: Английский

Процитировано

31

Integrated recycling of geopolymerized quarry dust and bagasse ash with facemasks for the balanced amelioration of the fat clay: a multi-waste solution DOI

Imad Ullah,

Usama Khalid,

Zia ur Rehman

и другие.

Environmental Earth Sciences, Год журнала: 2023, Номер 82(21)

Опубликована: Окт. 10, 2023

Язык: Английский

Процитировано

19

Compaction and compressibility characteristics of snail shell ash and granulated blast furnace slag stabilized local bentonite for baseliner of landfill DOI Creative Commons
Olaolu George Fadugba,

Julius Kayode Adeniran,

George Uwadiegwu Alaneme

и другие.

Scientific Reports, Год журнала: 2024, Номер 14(1)

Опубликована: Март 26, 2024

Abstract This study comprehensively explores the compaction and compressibility characteristics of snail shell ash (SSA) ground-granulated blast-furnace slag (GBFS) in stabilizing local bentonite for landfill baseliner applications. The untreated soil, with a liquid limit 65%, plastic 35%, plasticity index 30%, exhibited optimal at moisture content 32% maximum dry density 1423 kg/m 3 . SSA revealed dominant presence 91.551 wt% CaO, while GBFS contained substantial 53.023 SiO 2 Treated samples 20% 5% highest (1561 ) (13%), surpassing other mixtures. 15% SSA-treated sample demonstrated superior strength enhancement, reaching an unconfined compressive 272.61 kPa over 28 days, 10% GBFS-treated achieved 229.95 kPa. combination shear (49 kPa) elastic modulus (142 MPa), showcasing robust mechanical properties. Additionally, displayed favourable hydraulic conductivity (5.57 × 10 –8 cm/s), outperforming Notably, permeability test, critical aspect study, was meticulously conducted triplicate, ensuring reliability reproducibility reported values. showed reduced compared to control exhibiting more consistent response applied pressures. Scanning Electron Microscopy analysis composition changes mixture, suggesting its potential as effective base liner systems. In conclusion, properties conductivity, presenting promising choice

Язык: Английский

Процитировано

7

Development and optimization of geotechnical soil maps using various geostatistical and spatial interpolation techniques: a comprehensive study DOI
Zain Ijaz, Cheng Zhao, Nauman Ijaz

и другие.

Bulletin of Engineering Geology and the Environment, Год журнала: 2023, Номер 82(6)

Опубликована: Май 20, 2023

Язык: Английский

Процитировано

15

Behavior of cement-stabilized marine clay and pure clay minerals exposed to high salinity grout DOI
Hamed Bayesteh,

Hamidullah Hezareh

Construction and Building Materials, Год журнала: 2023, Номер 383, С. 131334 - 131334

Опубликована: Апрель 15, 2023

Язык: Английский

Процитировано

14