id	author	title	date	pages	extension	mime	words	sentence	flesch	summary	cache	txt
esrj-120899	Ahmed, Waqas; Waseem, Muhammad; Raza, Hammad; Yasir, Muhammad; Zeeshan, Muhammad; ullah, Saif; Islam, Ihtisham; khattak, Salman Ahmed	Characterization of nonlinear dynamic soil properties for seismic site response in Islamabad, Pakistan	2025	16	.pdf	application/pdf	10617	465	44	Furthermore, classic experimental curves by Ishihara et al. (1975), Taylor et al. (1975), and Kokusho et al. (2005) developed for higher-plasticity cohesive soils show notably higher damping (e.g., ~18–21% at 0.01–0.1% strain), emphasizing the divergence for low-PI materials. Normalized modulus reduction (G/ Gmax) curves showed gradual softening, with values decreasing to 0.3–0.5 at ~0.1–0.2% strain.	cache/esrj-120899.pdf	txt/esrj-120899.txt