Ancient Indian Wisdom in Geotechnical Engineering: Foundation Protocols, Soil mechanics, and Structural Resilience

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Samir P Parmar
Debi Prasad Mishra

Abstract

This study explores the scientific depth of ancient Indian geotechnical engineering by correlating 
prescriptions from classical architectural texts—Vāstu Śāstra, Mānasāra, Mayamata, Bṛhat 
Saṁhitā, and Samarāṅgaṇa Sūtradhāra—with modern soil mechanics. The primary aim is to 
validate whether ancient qualitative soil testing, stabilization, and foundation practices are 
scientifically comparable to current geotechnical methodologies. The research methodology 
includes textual analysis of Sanskrit treatises, empirical interpretation of ancient field tests such 
as Bhūmi Parīkṣā, and contemporary laboratory validation through published UCS data for lime 
and rice husk ash (RHA) stabilized soils. 
Results indicate that ancient water infiltration and refilling tests exhibit functional 
equivalency with modern constant-head permeability and compaction tests. Further, historical 
use of lime and RHA for ground improvement demonstrates intuitive knowledge of pozzolanic 
reactions, confirmed by strength gains of up to 55% in modern UCS studies. Case studies of the 
Brihadeeswarar Temple and stepwell retaining structures reveal advanced techniques for 
settlement control, hydrostatic balancing, and seismic damping through confined sand cushions 
and massive masonry geometry. The findings establish that ancient Indian engineers possessed 
a coherent geotechnical framework developed empirically through field experimentation. This 
work highlights the significance of ancient practices for sustainable engineering today, offering 
low-energy, eco-friendly alternatives for soil stabilization and foundation design.

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Author Biographies

Samir P Parmar

Assistant Professor, Department of Civil Engineering, Dharmsinh Desai University, Nadiad, 
Gujarat 

Debi Prasad Mishra

Department of Aerospace Engineering, Design Programme, Indian Institute of Technology 
Kanpur, India 

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