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Tebatan Banjir Generasi Ke-3 Kaedah Tebatan Banjir Konvensional Kaedah tebatan banjir semasa secara amnya melibatkan pembinaan longkang monsun, tembok banjir, pintu air, parit sungai atau tanggul, bendung, pembetung lencongan, atau empangan, yang dibina mengikut kesesuaian tapak dan ciri-ciri sungai. Kadang kala, pendalaman sungai akan dilakukan untuk meningkatkan kapasiti pegangan dan aliran air. Klasifikasi Generasi Tebatan… Continue reading Tebatan Banjir Generasi Ketiga

3rd Generation Flood Mitigation Conventional Flood Mitigation Methods Current flood mitigation measures generally involve the construction of monsoon drains, flood walls, floodgates, river dykes or bunds, weirs, diversion culverts or dams based on site suitability and the characteristics of river. Sometimes, rivers are dug deeper to increase the water holding and flow capacity. Flood Mitigation… Continue reading 3rd Generation Flood Mitigation

Banjir Kilat di Malaysia, Fenomena Geologi Berantai Fenomena Banjir di Malaysia Sejak tahun 2020, Malaysia telah dilanda oleh 2 krisis yang telah meragut banyak nyawa dan memusnahkan harta benda; pandemik COVID-19 dan juga isu alam sekitar. Apa yang lagi merunsingkan adalah, krisis kesihatan yang sedia ada belum berakhir, namun krisis banjir sambung untuk menguji rakyat… Continue reading Banjir Kilat di Malaysia, Fenomena Geologi Berantai

Evaluating Interface properties and predicting landfill liner stability under static Predicting landfill stability and maintaining stable configuration during filling is responsibility of engineers. Majority of failures occurs within waste mass and along landfill liners. This paper will discuss the methods adopted to predict landfill liner stability in terms of interface performances. Interfaces shear strength parameter… Continue reading Evaluating Interface properties and predicting landfill liner stability under static

Evaluating interface properties of geomembrane and compacted clay liners for landfill liner stability Majority of failure occurs within waste mass and along landfill liners. This paper will discuss the methods adopted to study landfill liner interface performances. Interfaces shear strength parameter evaluation for landfill liner systems have been a tedious testing process. Various testing methods… Continue reading Evaluating interface properties of geomembrane and compacted clay liners for landfill liner stability

Evaluating Interface Properties and Predicting Landfill Liner Stability Under Static and Seismic Loading Predicting landfill stability and maintaining stable configuration during filling is responsibility of engineers. Majority of failures occurs within waste mass and along landfill liners. This paper will discuss the methods adopted to predict landfill liner stability in terms of interface performances. Interfaces… Continue reading Evaluating Interface Properties and Predicting Landfill Liner Stability Under Static and Seismic Loading

Construction Shortfall And Forensic Investigation On Soft Ground Numerous construction activities performed on soft ground have undergone various kind of failures. Some of the failures were due to lack of understanding the nature of soft ground, in adequate site investigation data, adaptation of inappropriate type of ground improvement techniques or foundation system . Couple with… Continue reading Construction Shortfall And Forensic Investigation On Soft Ground

Constructing Sanitary Landfill over Very Soft Ground with Very High Water Table Designing landfill liners focused mainly in reducing the liner permeability rate and improving the contain ability of leachate within the landfills mass. Hence it is critical to have firm founding base to lay the geomembrane liner. However in the event the landfill site… Continue reading Constructing Sanitary Landfill over Very Soft Ground with Very High Water Table