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Lat, D.C
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Lat, D.C
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1
Influence Of Different Percentage Boiler Ash-Based Geopolymer In Laterite Soil
by
Lat
,
D.C
,
Mukri, M.
,
Rani, N.H.A
,
Rosli, R.
,
Zainuddin, A.N
Published 2021
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2
Uplift and settlement prediction model of marine clay soil e integrated with polyurethane foam
by
Lat
,
D
.
C
.
,
Jais, I. B. M.
,
Ali, N.
,
Baharom, B.
,
Mohd. Yunus, N. Z.
,
Mat Yusof, D. A.
Published 2019
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3
Uplift and Settlement Prediction Model of Marine Clay Soil e Integrated with Polyurethane Foam
by
Lat
D.C
.
,
Jais I.B.M.
,
Ali N.
,
Baharom B.
,
Mohd Yunus N.Z.
,
Mat Yusof D.A.
Published 2019-11-01
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4
A review of polyurethane as a ground improvement method
by
Ali, N.
,
Jais, I.B.M
,
Lat
,
D.C
,
Razali, R.
,
Talip, A.R.A
,
Yunus, N.Z.M
Published 2020
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5
Consolidation settlement and buoyancy behaviour for different thickness of polyurethane foam as a ground improvement
by
Ali, N.
,
Lat
,
D.C
,
Mohamed Jais, I.B
,
Nor Zarin, N.H.W
,
Wan Kamaruddin, W.M.I
Published 2019
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6
The study of buoyancy behaviour of polyurethane foam as a ground improvement by constant rate strain test
by
Ali, N.
,
Lat
,
D.C
,
Mat Yusof, D.A
,
Mohamed Jais, I.B
,
Mohd Yunus, N.Z
,
Zainuddin, A.N
Published 2019
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Related Subjects
Buoyancy
Ground improvement
Clay
Nanostructured materials
Partial replacement
Polyurethane Foam
Polyurethane foams
Polyurethanes
Soft clay layer
Buoyant forces
Compressibility index
Consolidation settlement
Different thickness
Different water contents
Lightweight
Polyurethane
Rigid foamed plastics
Settlement of structures
Strain rate
TA Engineering (General). Civil engineering (General)
Undrained conditions
compaction compressive strength
geopolymer
laterite soil
palm oil boiler ash
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