The book offers a systematic analysis of footings (i.e. shallow foundations) in a realistic way, using constitutive relationships of the soil. The aim of the book is to deal with the theme holistically, involving the determination of the constitutive law of the soil, and then proportioning the footing occurring in different situations in actual practice. The book has eleven chapters. After giving an introduction and scope of the book in the first chapter, second and third chapters are respectively devoted to constitutive laws of soil and basic stress equations. In the third chapter analysis of strip footings subjected to central vertical load has been dealt. This analysis has been extended for eccentric –inclined load in the fifth chapter. Since problems of shallow foundations resting adjacent to a slope are of prime importance, this aspect has been dealt in sixth chapter. In the seventh chapter, analysis pertaining to square and rectangular footings have been presented. Effect of interference between adjacent footing is covered in chapter eight. Since ring footings are usually provided for tanks, silos, towers etc., ninth chapter is devoted to this. Added attraction of the book is its chapter ten in which footings located in seismic regions have been covered. Effect of embedment below the ground surface on the behavior of footings located both in non-seismic and seismic regions has been dealt in the chapter eleven. The book is intended for senior undergraduate, postgraduate and Ph.D. students of civil engineering, research scholars, practicing engineers, teachers and academicians. The analyses are based on the latest information available. A number of illustrated examples have been included in the text. SI units have been used in the book.
Reinforced soil is a composite material formed by the association of frictional soil and tension-resistant elements in the form of sheets, strips, nets or mats of metal, synthetic fabrics, or fibre reinforced plastics and arranged in the soil mass in such a way as to reduce or suppress the tensile strain that might develop under gravity and boundary forces. The variety and range of applications of reinforced soil technique are unlimited. Jones (1985) identified several field applications, viz., retaining walls, abutments, quay walls, embankments, dams, hill roads, housing, foundations, railways, industry, pipe works, waterway structures and underground structures. In several countries structures have been constructed using this technique and the concept has become very popular. The book covers all the important topics like Basic Mechanism, Strength Characteristics, Frictional Characteristics, Reinforced Soil, Wall, Wall with Reinforced Backfill, Foundation on Reinforced Soil, Soil Nailing and Randomly Distributed soil. Each chapter is supported by illustrative examples for easy understanding. In this edition, chapters on Reinforced Soil Wall, Foundation on Reinforced Soil, and Randomly distributed reinforced soil have been substantially modified making the book more useful. The book would well serve and benefit undergraduate and postgraduate students, researchers and professional geotechnical engineers.
The Ganga is a beloved and revered bearer of religious, spiritual and cultural values. To Swami Kailashanand Giri, the Ganga is his foster mother. In River of Moksha, he takes the reader on a journey to the many sacred places found along the river's course-from Gaumukh in Uttarakhand to Gangasagar in West Bengal. In an engaging and lively manner typical of the Indian katha tradition, he narrates the stories and myths that mystify and attract people to these places for ages. Some of the stories recollected on the shores of the Ganga are Parikshit's death when he was stung by Takshak, the king of snakes; the romance of Shakuntala and Dushyant; the self-imposed exile of Vidur; the time Draupadi spent in her father's house and tales of Durvasa's many curses and boons.
In this jewel-like volume, the venerable Tirtha Maharaja recounts the nectarean activities of the associates of Lord Gauranga and the acharyas of the Gaudiya Vaishnava religion." ––Swami B.P. Puri, Founder Acharya, Gopinath Gaudiya Math Srila Bhakti Ballabha Tirtha Goswami Maharaja has gathered a great deal of information about the lives of the devotees from numerous sources, and has made this information more relishable by virtue of his own insight. These biographies of Mahaprabhu's devotees should be read on their appearance and disappearance days, for this will bring great joy to both those who hear and those who read them. In this English translation, it will be possible for devotees around the world to enjoy them. Herein, the author delights in the life stories of Jagannath Mishra, Madhavendra Puri, Ishvara Puri, Advaita Acharya, Srivas Pandit, Chandrasekhar Acharya, Pundarika Vidyanidhi, Gadadhar Pandit, Vakresvara Pandit, Gadadhar Das, Shivananda Sen, Paramananda Puri, Murari Gupta, and many others. Every letter of these accounts is drenched with the nectar of devotion. The sincere seeker will never be able to enter the transcendental kingdom nor to advance in the devotional life unless they also discover this delight.
An English translation of the Satyarth Prakash; literally, Expose of right sense (of Vedic religion) of Maharshi Swami Dayanand Saraswati, 'The Luther of India,' being a guide to Vedic hermeneutics.
Reinforced soil is a composite material formed by the association of frictional soil and tension-resistant elements in the form of sheets, strips, nets or mats of metal, synthetic fabrics, or fibre reinforced plastics and arranged in the soil mass in such a way as to reduce or suppress the tensile strain that might develop under gravity and boundary forces. The variety and range of applications of reinforced soil technique are unlimited. Jones (1985) identified several field applications, viz., retaining walls, abutments, quay walls, embankments, dams, hill roads, housing, foundations, railways, industry, pipe works, waterway structures and underground structures. In several countries structures have been constructed using this technique and the concept has become very popular. The book covers all the important topics like Basic Mechanism, Strength Characteristics, Frictional Characteristics, Reinforced Soil, Wall, Wall with Reinforced Backfill, Foundation on Reinforced Soil, Soil Nailing and Randomly Distributed soil. Each chapter is supported by illustrative examples for easy understanding. In this edition, chapters on Reinforced Soil Wall, Foundation on Reinforced Soil, and Randomly distributed reinforced soil have been substantially modified making the book more useful. The book would well serve and benefit undergraduate and postgraduate students, researchers and professional geotechnical engineers.
The book offers systematic dynamic analysis of soils and their engineering applications, including machine foundations, and aims to develop a clear understanding of the subject. It comprises sixteen chapters. Chapter 1 introduces the reader to the various problems in soil dynamics. In Chapter 2, concepts of theory of vibrations are discussed along with their applications in designing Vibration Absorbers and Pickups. Wave propagation in elastic medium including wave refraction in layered medium is covered in Chapter 3. Chapter 4 deals with the procedure of determining dynamic properties of soils using various laboratory and field tests. Dynamic earth pressures in retaining walls and dynamic bearing capacity of footings are dealt with in Chapters 5 and 6 respectively. Chapters 7and 8 respectively deal with dynamic behavior of pile foundations and slopes. Causes of liquefaction of soils and prediction of liquefaction potential have been discussed in Chapter 9. In Chapter 10, the procedure of estimating the unbalanced forces in various types of machines are covered. Chapters 11, 12 and 13 deal with the analysis and design of foundations of reciprocating machine, hammer, and turbo-generators respectively. In Chapter 14, problems of vibration isolation and screening are dealt with. Chapter 15 discusses the analysis and design of reinforced earth wall located in seismic areas. A new concept of a conventional rigid retaining wall having reinforced backfill is presented in Chapter 16, giving complete analysis and design procedure considering seismic forces.
The essence of the Bhagavat Puran is contained in just four verses. These four verses themselves are elaborated in the 18,000 verses of the entire Bhagavat.
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