Effect of costus lucanius bagasse fibre on fresh and hardened concrete using RSM modelling.

Autor: Bheel N; Department of Civil and Environmental Engineering, Universiti Teknologi PETRONAS, Bandar Seri Iskandar, Tronoh, 32610, Perak, Malaysia. naraindas04@gmail.com., Kennedy C; Civil Engineering Department, Rivers State University, Port Harcourt, Nigeria., Zardari S; Department of Civil Engineering, Quaid-e-Awam University of Engineering Science and Technology, Nawabshah, Sindh, Pakistan., Salilew WM; Mechanical Engineering department, Addis Ababa Science and Technology University, Addis Ababa, Ethiopia. waleligne.molla@aastu.edu.et., Almaliki AH; Department of Civil Engineering, College of Engineering, Taif University, Taif, 21944, Saudi Arabia., Benjeddou O; Department of Civil Engineering, College of Engineering, Prince Sattam bin Abdulaziz University, Alkharj, 16273, Saudi Arabia.

Publikováno v: Scientific reports [Sci Rep] 2024 Oct 19; Vol. 14 (1), pp. 24556. Date of Electronic Publication: 2024 Oct 19.

Software engineering and 12 prominent sub-areas: Comprehensive bibliometric assessment on 13 years (2007–2019)

Autor: Alam, S, Zardari, S, Bano, M

Software Engineering (SE) as a field has grown significantly in terms of the research publications in the last few years. Criterion-based assessment of research performance of scholars, countries along with collaboration networks and links among arti

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=od_______363::07bfa17c57ad5dec37b3e4310631027b
https://hdl.handle.net/10453/169449

Parametric Analysis of an Embankment Dam's Stability

Autor: Bhutto, A. H., Zardari, S., Bhurgri, G. S., Zardari, M. A., Bhanbhro, R., Babar, M. M., Memon, B. A.

This paper presents a stability parametric analysis of a 59m high embankment dam. The analysis was performed in order to evaluate the minimum values of strength parameters that satisfy the stability requirements of the dam. The parametric analysis wa

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::c3c1a03599b59e16bbba772ffe71e9f6

Preliminary investigation of high-water content dredged sediment treated with chemical-physical combined method at low cement content.

Autor: Mastoi AK; Institute of Geotechnical and Underground Engineering, Huazhong University of Science and Technology, Wuhan, 430074, China.; Department of Civil Engineering, Quaid-E-Awam University of Engineering, Sciences and Technology, Sindh, 67450, Pakistan., Bhanbhro R; Department of Civil Engineering, Quaid-E-Awam University of Engineering, Sciences and Technology, Sindh, 67450, Pakistan., Traore AF; Institute of Geotechnical and Underground Engineering, Huazhong University of Science and Technology, Wuhan, 430074, China. abdoulfatah@hust.edu.cn., Oad M; Department of Civil Engineering, Quaid-E-Awam University of Engineering, Sciences and Technology, Sindh, 67450, Pakistan., Zardari S; Department of Civil Engineering, Quaid-E-Awam University of Engineering, Sciences and Technology, Sindh, 67450, Pakistan., Jhatial AA; Department of Civil Engineering, Mehran University of Engineering and Technology, Shaheed Zulfiqar Ali Bhutto Campus, Khairpur Mirs', Sindh, Pakistan.

Publikováno v: Environmental science and pollution research international [Environ Sci Pollut Res Int] 2022 May; Vol. 29 (22), pp. 32763-32772. Date of Electronic Publication: 2022 Jan 12.

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