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Eng. Zahra Soleimani, Dr. Ebrahim Rahimi, Dr. Houshang Khairy,
Volume 18, Issue 1 (Spring 2024)
Abstract

This article deals with the strength evaluation of concrete obtained by adding different percentages of three types of nanominerals, including nanocalcite, nanobarite and nanofluorite. To measure the velocity of ultrasonic waves and compressive strength of concrete, 15×15×15 cm cube samples were prepared with 7-, 28- and 90-days curing. 10 types of mix  designs with 0.39 water-cement ratio, including the control sample (without additives) and the samples with 0.5, 0.75 and 1% nanominerals were subjected to the mentioned tests. The results showed that the addition of nanocalcite, nanofluorite, and nanobarite with values of 0.75%, 1%, and 0.75%, respectively, have the highest compressive strength compared to the control sample. Although these do not have pozzolanic properties, they play a positive role in increasing the concrete strength by filling concrete voids and due to their high specific gravity, increasing concrete density.
 

Akramalsadad Ghadami, Houshang Khairy, Ebrahim Rahimi,
Volume 19, Issue 6 (Accepted Articles 2025)
Abstract

Land subsidence is a major geomorphological hazard in arid and semi-arid regions, primarily driven by excessive groundwater extraction. In such areas, declining water tables can cause irreversible compaction of fine-grained sediments, reduced aquifer storage capacity, and damage to critical infrastructure. This study aims to monitor subsidence rates in the Damghan aquifer and analyze their relationship with groundwater level decline using satellite imagery and ground-based data. The study area covers approximately 1,522 km² of the Damghan aquifer in Semnan Province, characterized by a layered and heterogeneous alluvial structure. Data sources include Sentinel-1A radar images (2017–2021), groundwater level records from 38 observation wells (2012–2019), and drilling logs from 13 production wells. Radar data were processed using SNAP software, and spatial-temporal analyses were conducted in ArcGIS and GMS environments. Results indicate that groundwater levels in central and southeastern parts of the aquifer have declined by over 7 meters, with an average annual drop of 0.46 meters. Radar interferometry maps revealed subsidence rates of up to 32 cm in these zones. Soil texture and saturated layer thickness analyses showed that areas with high clay and silt content are more sensitive to water level decline and subsidence. Zoning results indicate that 44% of the aquifer surface is affected, with the highest rates observed in zones with alluvial thickness exceeding 230 meters. Field evidence—including surface fissures, well damage, sinkholes, and structural failures—highlights the practical implications of this phenomenon. Findings underscore the urgent need for continuous groundwater monitoring and targeted management to mitigate infrastructure risks and ensure environmental sustainability.
 


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