Fakultas Teknik Sipil dan Lingkungan - [:id]itb[:en]Fakultas Teknik Sipil dan Lingkungan[:]

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Sugeng Krisnanto, ST., MT., Ph.D
Research Interests
  • Water Flow through Unsaturated Cracked Soil
  • Stability of Saturated-Unsaturated Slope
  • Saturated and Unsaturated Laboratory and Field Instrumentation and Testing
  • Embankment on Soft Soil
  • Piled-Raft Foundation
Keywords

Saturated and unsaturated laboratory and field instrumentation and testing, embankment on soft soil, Water Flow through Unsaturated Cracked Soil

Email : [at]si.itb.ac.id

Pendidikan

  • Ph.D, Doctor of Philosophy, Nanyang Technology University, Singapore, 2015
  • MT, Magister Teknik, Civil Engineering Department, Institut Teknologi Bandung, Indonesia, 2004
  • ST, Sarjana Teknik, Civil Engineering Department, Institut Teknologi Bandung, Indonesia, 2001.

Experience & Achievement

Achievement/Award
Experience
Paten
Organization
  • Himpunan Ahli Teknik Tanah Indonesia (HATTI)

Research

  • Krisnanto, S., Rahardjo, H., Kartiko, R. D., Satyanaga, A., Nugroho, J., Mulyanto, N., Santoso, P., Hendiarto, A., Pamuji, D. B., Rachma, S. N.  (2021). Characteristics of rainfall induced slope instability at Cisokan region, Indonesia. Journal of Technological and Engineering Sciences, Vol. 53, No. 5
  • Krisnanto, S. (2021). Theoretical equations for the ratio of undrained shear strength to vertical effective stress for normally consolidated saturated cohesive soils, Jurnal Teknik Sipil, Vol. 28, No. 2.
  • Krisnanto, S., Rahardjo, H., Leong, E. C. (2020). Numerical study on the effect of crack network representation on water content in cracked soil. Geomechanics and Engineering, Vol. 21, No. 6.
  • Rahardjo H., Prasad A., Krisnanto S., Leong E.-C., Wang C.L. (2019). Soil-water characteristic curve and permeability function of recycled concrete aggregates coated with oil or wax. Geotechnical Testing Journal, American Society for Testing and Materials (ASTM), Vol. 42 No. 2.
  • Krisnanto S., Rahardjo H. (2018). Advancement in the analysis of seepage through cracked soils. Journal of Technological and Engineering Sciences, Vol. 50, No. 4.
  • Sengara I.W., Roesyanto, Krisnanto S., Jayaputra A.A., Irsyam M. (2018). Bearing capacity and settlement study on small-scale piled-raft groups in Sand. Geotechnical Engineering, Vol. 49, Issue 3.
  • Rahardjo, H., Krisnanto, S., Leong, E. C. (2016). Effectiveness of capillary barrier and vegetative slope covers in maintaining soil suction. Soils and Rocks, Vol. 39, No. 1.
  • Rahardjo, H., Krisnanto, S., Leong, E. C. (2016). Water content of soil matrix during lateral water flow through cracked soil. Engineering Geology, Vol. 210, pp. 168-179.
  • Krisnanto, S., Rahardjo, H., Fredlund, D. G., Leong, E. C. (2014). Mapping of cracked soils and lateral water flow characteristics through a network of cracks, Engineering Geology, Vol. 172.
  • Irsyam, M., Krisnanto, S., Wardhani, S. P. R. (2008). Instrumented full scale test and numerical analysis to investigate performance of bamboo pile-mattress system as soil reinforcement for coastal embankment on soft clay, Proceedings of the 2nd International Conference GEDMAR08, pp. 165-170.
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