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PART 2

COASTAL WAVE CLIMATE CATEGORIZATION USING WIND DATA.

T S HEDGES; R BURROWS; P J DICKINSON; WACCAS
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MEASUREMENT OF OVERBANK FLOW IN A COMPOUND RIVER CHANNEL.

L A MARTIN; W R C MYERS; MANNING; DARCY WEISBACH
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AN IMPROVED REPRESENTATION OF FLOODING AND DRYING AND WIND STRESS EFFECTS IN A TWO-DIMENSIONAL TIDAL NUMERICAL MODEL

R A FALCONER; Y CHEN
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PARTIAL SHEAR CONNECTION IN COMPOSITE BEAMS FOR BUILDINGS.

R P JOHNSON; N MOLENSTRA; EPPIB
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USING A COMBINED SLOPE HYDROLOGY-STABILITY MODEL TO DEVELOP CUT SLOPE DESIGN CHARTS.

M G ANDERSON; D M LLOYD
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AN UNSTEADY FLOW BORE MODEL FOR SEDIMENT TRANSPORT IN BROKEN WAVES. PART 1: THE DEVELOPMENT OF THE NUMERICAL MODEL.

A J CHADWICK
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AN UNSTEADY FLOW BORE MODEL FOR SEDIMENT TRANSPORT IN BROKEN WAVES. PART 2: THE PROPERTIES, CALIBRATION AND TESTING OF THE NUMERICAL MODEL.

A J CHADWICK
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FINITE-ELEMENT ANALYSIS OF MASONRY ARCH BRIDGES USING TAPERED ELEMENTS.

B S CHOO; M G COUTIE; N G GONG
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WAVE-INDUCED FAILURE OF POROELASTIC SEABED SLOPES: A BOUNDARY ELEMENT STUDY.

W RAMAN NAIR; G C W SABIN; BIOT; MOHR; COULOMB
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LAMINAR MOTION OF FLUID MUD.

K H M ALI; K GEORGIADIS
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ENERGY LOSSES IN PILE-DRIVING DUE TO SOIL RATE EFFECTS AND HAMMER MISALIGNMENT.

T J POSKITT
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ANALYSIS OF IN-SITU RETAINING WALLS PROPPED AT FORMATION LEVEL.

W POWRIE; ESF LI
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TECHNICAL NOTE. ELASTIC STABILITY OF COMPOSITE TEE-BEAMS STRENGTHENED BY PRESTRESS.

M A BRADFORD
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DISCUSSION. POLYSTYRENE AGGREGATE CONCRETE SUBJECTED TO HARD IMPACT.

P H BISCHOFF; K YAMURA; S H PERRY; SIR A HARRIS
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DISCUSSION. LARGE-SCALE MODEL TESTS AND PLASTIC ANALYSIS OF MULTIBAY INFILLED FRAMES.

K H KWAN; C Q LO; T C LIAUW; P C PANDEY
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DISCUSSION. REINFORCED CONCRETE RESISTIVITY MEASUREMENT TECHNIQUES.

S G MILLARD; W J MCCARTER; WENNER
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CORRIGENDA. EFFECT OF SUPPORT CONDITIONS IN LIQUID-FILLED SPHERICAL VESSELS.

A ZINGONI; M N PAVLOVIC
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