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"Study of loading rate effect on behavior of clay under one-way undrained cyclic loading was conducted by using triaxial automated system apparatus under stress controlled and undrained condition. The rests were carried out on Depok clay samples which compacted rising Standard Proctor at loading rate of 0, 05 and 0,5 %/min. and with a confining pressure (o3) of 50 kPa on sample. The samples were saturated until the coefficient B higher than 0.97. The test results indicated that the larger of delta-strain occured or higher loading rate."

"Studi tentang perilaku lempung akibat pengaruh kecepatan beban siklik tak terdrainasi satu-arah dilakukan dengan alat triaxial sistim otomatis dan dengan pengontrolan tegangan dan dalam kondisi tak terdrainasi. Pengujian dilakukan pada lempung Depok yang dipadatkan sesuai Standar Proctor, dengan kecepatan pembebanan 0,05 dan 0,5 %/menit, dengan tekanan lateral pada contoh uji 50 kPa. Contoh uji sebelum pengujian dijenuhkan terlebih dahulu sampai koeffisien B > 0,97. Hasil percobaan menunjukkan bahwa delta regangan yang lebih besar terjadi akibat kecepatan pembebanan yang lebih tinggi.

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Study of loading rate effect on behavior of clay under one-way undrained cyclic loading was conducted by using triaxial automated system apparatus under stress controlled and undrained condition. The tests were carried out on Depok clay samples which compacted using Standard Proctor at loading rate of 0,05 and 0,5 %/min. and with a confining pressure (σ3) of 50 kPa on sample. The samples were saturated until the coefficient B higher than 0,97. The test results indicated that the larger of delta-strain occured at higher loading rate."

"Penelitian di laboratorium dilakukan untuk meneliti pengaruh perbedaan kecepatan pembebanan dan perbedaan kadar air terhadap Perilaku Tanah Residual Depok Yang Dipadatkan Akibat Beban Siklik Satu-Arah Pada Kondisi Terkonsolidasi Takterdrainasi dengan menggunakan alat triaxial sistim otomatis dan dengan pengontrolan tegangan dan dalam kondisi takterdrainasi. Pemadatan pada contoh uji dilakukan sesuai standar Proctor (T-99) dengan kadar air awal masing-masing 40, 45 & 50 %. Contoh uji sebelum pengujian dijenuhkan terlebih dulu sampai koeffisien B > 0,97. Pengujian dilakukan dengan kecepatan pembebanan 0,05 dan 0,50 %/menit, dengan tekanan lateral pada contoh uji, 50 kPa. Hasil pengujian menunjukkan bahwa delta regangan terbesar terjadi akibat kecepatan pembebanan yang tinggi sedangkan tekanan air pori terbesar terjadi pada kadar air yang mendekati optimum, 45 % dan terkecil pada kadar air maximum, 50 %.

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A laboratory research has been conducted to investigate the loading rate and varies water content effect on Behavior of Compacted Depok Residual Soils Under One-Way Cyclic Loading on Consolidated Undrained Condition by using triaxial automated system apparatus under stress controlled and under undrained condition. The samples were compacted using Standard Proctor (T-99) at water content of 40, 45 and 50 % respectively and saturated until its reached coefficient B higher than 0,97. The tests were carried out at loading rate of 0,05 and 0,5 %/min. and performed a confining pressure of 50 kPa.The test results indicate that the largest delta-strain occurred at peak loading rate and the largest excess pore water pressure occurred to the samples which have water content close to optimum of 45 % and the smallest excess pore water pressure occurred to the samples which have maximum water content of 50 %."

"Cement column reinforcement is a method of soil reinforcement used in the field to increase soil's shear strength and decrease soil's compressibility. A set of laboratory studies of the effect of cement column reinforcement on shear strength in an undrained condition was conducted on kaolinite clay by using a triaxial apparatus to simulate real conditions. For triaxial testing, the soil samples were made using an extruder. Afterward, to make the composite samples, the soil sample cores were bored to create holes 5 mm in diameter and 50 mm long, and the holes were filled with cement slurry. The soil samples' cement column reinforcements were cured for seven, 14, and 21 days. Then, the soil and composite samples were saturated, consolidated, and applied to the loading. In this test, applying shear force to the soil sample and composite samples was carried out until the maximum stress and a strain of 12% were reached. The results from this test indicated that the cohesion parameter and angle of the internal friction of composite samples are higher and lower, respectively, than the unreinforced soil samples in theconsolidated, undrained triaxial test. It was found that a cement column reinforcement system can improve soil shear strength."