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jurnal teknologi
سال:2015 - دوره:72 - شماره:3
A Simplified Method for Preliminary Seismic Vulnerability Assessment of Existing Building in Kundasang, Sabah, Malaysia
- صفحه:1-7
An Artificial Neural Network Approach for Prediction of Bearing Capacity of Spread Foundations in Sand
- صفحه:9-14
Analysis of Rainfall Effect to Slope Stability in Ulu Klang, Malaysia
- صفحه:15-21
Application Of Digital Image Processing Technique In Monitoring LNAPL Migration In Double Porosity Soil Column
- صفحه:23-29
Discrete Element Modelling of Complex Failure Mechanism at Quarry Slope
- صفحه:31-39
Effect of Lime on Compaction, Strength and Consolidation Characteristics of Pontian Marine Clay
- صفحه:41-47
Estimating Uniaxial Compressive Strength of Tropically Weathered Sedimentary Rock Using Indirect Tests
- صفحه:49-58
Influence of transport Layer on Transient Suction Distribution in a Two-Layered Slope
- صفحه:59-74
Physico-Chemical Characterization Of Lime Stabilized Tropical Kaolin Clay
- صفحه:83-90
Shear Strength Behaviour of Canlite-Treated Laterite Soil
- صفحه:91-97
Soil Damping Effects on Integrity Test of Piles
- صفحه:99-104
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