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Abstrak :
Akibat hujan deras yang terus turun selama lebih dari 3 jam, lereng penyangga rel kereta di Cilebut, Bogor, mengalami kelongsoran. Kelongsoran menyebabkan rel kereta jalur Bogor menuju Jakarta menggantung dan tidak dapat dilalui, empat tiang listrik rubuh, serta puluhan rumah warga yang berada di bawahnya mengalami kerusakan. Sebagai upaya mengidentifikasi faktor penyebab kelongsoran tersebut, dilakukan analisis kestabilan pada lereng tersebut berdasarkan beberapa variasi pembebanan dengan melihat pengaruh rembesan atau seepage akibat keberadaan sungai yang letaknya tidak terlalu jauh dari lereng. Analisis seepage dilakukan dengan menggunakan metode steady-state, sementara analisis stabilitas lereng menggunakan metode limit equilibrium. Dari hasil analisis stabilitas lereng, kondisi sebenarnya ketika terjadi longsor yaitu saat terjadi hujan dan hanya ada beban kendaraan memang sudah menunjukkan kondisi yang cukup kritis dengan faktor keamanan mendekati 1.000, sementara kondisi yang paling kritis berdasarkan hasil analisis adalah ketika terdapat luapan air dari sungai akibat hujan dan terjadi gempa, serta ada kereta yang melintas di jalur arah Jakarta dengan faktor keamanan sebesar 0.965. Kondisi yang paling kritis dari hasil analisis tersebut kemudian menjadi acuan dalam merencanakan alternatif perkuatan lereng dengan menggunakan soil nail dan geotextile. Kenaikan muka air tanah akibat hujan, pembebanan di area lemah, serta adanya getaran akibat gempa merupakan beberapa hal yang menyebabkan kondisi lereng menjadi tidak aman.

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After heavy rains fell for more than 3 hours, slope that supports railway tracks in Cilebut, Bogor, suffered a landslide. This landslide/slope failure made Bogor-to-Jakarta track to hang and cut, four electric poles collapsed, and dozens of houses were damaged underneath. As an effort to identify factors causing the landslide, slope stability analysis is applied to the slope with some loading variations and considering the effect of seepage from a river near the slope. Seepage analysis is done using steady-state method, while slope stability analysis is done using limit equilibrium method. From the results of slope stability analysis, the actual condition in the event of landslide occur when rain falls and there is only vehicle load already shows considerable critical condition with a safety factor close to 1,000, while the most critical conditions based on the results of the analysis is that when there is a surge of water from the river due to long-duration rain, a train passing Bogor-to-Jakarta track, and an earthquake, with a safety factor of 0.965. The most critical conditions of the analysis are then become a reference in planning alternatives for slope reinforcement using soil nail and geotextile. Rise in groundwater levels due to rain, loading in the weak area, and the vibrations caused by the earthquake are several things that cause slope condition becomes unsafe.

Abstrak :
This science comic presents the entire life cycle of the metro system in an accessible and fun way. Just like human beings, a metro system can get sick, and this book introduces its ailments, medical records along with experts’ diagnoses and available treatments. Using cartoons, it enables readers of all levels to quickly understand the scientific secrets behind the metro system. It is based on the results of China’s 973 program, which aims to promote and develop basic scientific research in China.

Abstrak :
This book collects selected full papers presented at the International Symposium on Energy Geotechnics 2018 (SEG-2018), held on 25th – 28th September 2018, at the Swiss Federal Institute of Technology in Lausanne (EPFL). It covers a wide range of topics in energy geotechnics, including energy geostructures, energy geostorage, thermo-hydro-chemo-mechanical behaviour of geomaterials, unconventional resources, hydraulic stimulation, induced seismicity, CO2 geological storage, and nuclear waste disposal as well as topics such as tower and offshore foundations. The book is intended for postgraduate students, researchers and practitioners working on geomechanics and geotechnical engineering for energy-related applications.

Abstrak :
ABSTRAK
For dynamic excitation, it is convenient to idealize homogeneous soil under a base mat by a semi-infinite truncated cone. It is easy to analyze the cone model for vertical and horizontal translation, as well as for rocking and torsional rotation. The accuracy by comparison to rigorous half-space solutions is quite adequate for practical applications. Time-domain computational methods for translational and rotational motions are described in both the stiffness and flexibility formulations and elucidated by examples. The infinite cone is dynamically equivalent to a discrete element representation of the soil, consisting of an interconnection of a small number of masses, springs, and dashpots. As an alternative to the physical-component model, the response may be determined directly by simple recursive numerical procedures. The recursive methods are exact and particularly well suited for hand calculations of short-duration excitations.

Abstrak :
This book comprises select proceedings of the annual conference of the Indian Geotechnical Society. The conference brings together research and case histories on various aspects of geotechnical engineering and geoenvironmental engineering. The book presents papers on geotechnical applications and case histories, covering topics such as (i) shallow and deep foundations; (ii) stability of earth and earth retaining structures; (iii) rock engineering, tunneling, and underground constructions; (iv) forensic investigations and case histories; (v) reliability in geotechnical engineering; and (vi) special topics such as offshore geotechnics, remote sensing and GIS, geotechnical education, codes, and standards. The contents of this book will be of interest to researchers and practicing engineers alike.