Hydrologic Nature of Streamflow on Small Watersheds
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Analysis of Noncoplanar Elastic Rings
Six scalar equations, required to determine components of indeterminate moments and forces in loaded or distorted elastic rings, are derived using vector algebra; equations; analogy for...

Wind Stresses in Domes
Bending stresses due to antisymmetrical wind pressures in hemispherical dome elastically built-in into cylinder are determined by means of Geckeler approach extended to nonsymmetrical...

Foundation Vibrations
Theory of T.Y.SUNG for vertical vibrations is cited and graphs are presented which may be used for analysis or design; comparison with behavior of oscillator on semi-infinite elastic body;...

Resistance to Flow in Alluvial Channels
Paper presents initial results of flume study of alluvial channels; detailed classification of regimes of flow, forms of bed roughness, and basic concepts pertaining to resistance to flow;...

Some Legal Aspects of Sedimentation
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Free Surface Flow in Homogeneous Porous Medium
Damping of unsteady flow through dam or levee with horizontal underdrain, when head behind it is raised considerably, is treated analytically and tested in Hele-Shaw model; slow and rapid...

Seepage Requirements of Filters and Pervious Bases
Waterremoving capabilities of two types of granular filter designs are analyzed by flow-net; typical solutions and numerical examples are presented to emphasize importance of boundary...

Queuing Theory and Simulation In Reservoir Design
Theory of queues, or waiting lines, and Monte Carlo techniques are applied to problem of selecting optimal design of multi-purpose reservoir; simulation of reservoir system response to...

Pile-Driving Analysis by the Wave Equation
All pile-driving formulas, used at present time, are partly empirical and apply only to certain types or lengths of pile; mathematical method of wider application, depending on use of...

Bending and Stretching of Laminated Aeolotropic Plates
Linear theory is established for general multilayer aeolotropic plate subject to in-plane forces and transverse loading; it is shown that coupling phenomenon occurs, between in-plane forces...

Generalized Solutions for Laterally Loaded Piles
Determination of nonlinear force-deformation characteristics of soil may be done by repeated application of elastic theory; soil modulus constants are adjusted for each successive trial...

Range of Yield Condition in Ideal Plasticity
Properties of ideal rigig plastic solids are used to define bounding yield conditions that remain valid when test results are available for only one stress state, such as simple tension...

Impact Waves in Sand: A Symposium: Theory Compared with Experiments on Sand Columns
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Impact Waves in Sand: A Symposium: Implications of an Elementary Theory
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Symposium on Grouting: Foreword
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Symposium on Grouting: Research in Foundation Grouting with Cement
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A Method of Computation for Structural Dynamics
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Marine Foundation Construction in Oil Fields
Construction of foundations for 2800 drilling platforms and for other structures in Lake Maracaibo in Venezuela, in depths of water up to 113 ft; design of foundation piling for vertical...

Structural Model Analysis by Means of Moire Fringes
Use of moire fringes in measurement of displacements and rotations in structural models; method, applied to case of simply supported beam, continuous beam, and 2 plane frames, gave results...

 

 

 

 

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