An exact and closed solution is given for the motion produced on the surface of a uniform elastic half-space by the sudden application of a concentrated pressure-pulse at the surface. The time variation of the applied stress is taken as the Heaviside unit function, and its concentration at the origin is such that the integral of the force over the surface is finite. This problem gives an instructive illustration of wave propagation in a doubly refracting medium, since both shear waves and compressional waves are excited, and they travel with different speeds. There is, in addition, the Rayleigh surface wave. For a medium in which the elastic constants <tex xmlns:mml="http://www.w3.org/1998/Math/MathML" xmlns:xlink="http://www.w3.org/1999/xlink">\lambda</tex> and <tex xmlns:mml="http://www.w3.org/1998/Math/MathML" xmlns:xlink="http://www.w3.org/1999/xlink">\mu</tex> are equal, the vertical component of displacement <tex xmlns:mml="http://www.w3.org/1998/Math/MathML" xmlns:xlink="http://www.w3.org/1999/xlink">\omega_{o}</tex> at the surface is given by: <tex xmlns:mml="http://www.w3.org/1998/Math/MathML" xmlns:xlink="http://www.w3.org/1999/xlink">\omega_{o} = 0</tex> , <tex xmlns:mml="http://www.w3.org/1998/Math/MathML" xmlns:xlink="http://www.w3.org/1999/xlink">\tau < \frac{1}{\sqrt{3}}</tex> , <tex xmlns:mml="http://www.w3.org/1998/Math/MathML" xmlns:xlink="http://www.w3.org/1999/xlink">\omega_{o} = -\frac{Z}{\pi\mu r}\{\frac{3}{16}-\frac{\sqrt{3}}{32\sqrt{\tau^{2}}-{\frac{1}{4}}} - \frac{\sqrt{5+3\sqrt{3}}}{32\sqrt{\frac{3}{4}+\frac{\sqrt{3}}{4}-\tau^{2}} + \frac{\sqrt{3\sqrt{3}-5}}{32\sqrt{\tau^{2}+\frac{\sqrt{3}}{4}-\frac{3}{4}}}\}</tex> , <tex xmlns:mml="http://www.w3.org/1998/Math/MathML" xmlns:xlink="http://www.w3.org/1999/xlink">\frac{1}{\sqrt{3}}< \tau < 1</tex> , <tex xmlns:mml="http://www.w3.org/1998/Math/MathML" xmlns:xlink="http://www.w3.org/1999/xlink">\omega_{o}= - \frac{Z}{\pi\mu r\{\frac{3}{8} - \frac{\sqrt{5 + 3\sqrt{3}}{16\sqrt{\frac{3}{4} + \frac{\sqrt{3}}{4} - \tau^{2}}\}, 1 < \tau < \frac{1}{2}\sqrt{3+\sqrt{3}}</tex> , <tex xmlns:mml="http://www.w3.org/1998/Math/MathML" xmlns:xlink="http://www.w3.org/1999/xlink">\omega_{o} = - \frac{Z}{\pi\mu r}\frac{3}{8}, \tau > \frac{1}{2}\sqrt{3 + \sqrt{3}}</tex> , where <tex xmlns:mml="http://www.w3.org/1998/Math/MathML" xmlns:xlink="http://www.w3.org/1999/xlink">\tau = (ct/r)</tex> , <tex xmlns:mml="http://www.w3.org/1998/Math/MathML" xmlns:xlink="http://www.w3.org/1999/xlink">c</tex> -shear wave velocity, and <tex xmlns:mml="http://www.w3.org/1998/Math/MathML" xmlns:xlink="http://www.w3.org/1999/xlink">-Z</tex> is the surface integral of the applied stress. The horizontal component of displacement is obtained similarly in terms of elliptic functions. A discussion is given of the various features of the waves. It is pointed out that in the case of a buried source, an observer on the surface will, under certain circumstances, receive a wave which travels to the surface as an <tex xmlns:mml="http://www.w3.org/1998/Math/MathML" xmlns:xlink="http://www.w3.org/1999/xlink">S</tex> wave along the ray of total reflection, and from there along the surface as a diffracted <tex xmlns:mml="http://www.w3.org/1998/Math/MathML" xmlns:xlink="http://www.w3.org/1999/xlink">P</tex> wave. An exact expression is given for this diffracted wave. The question of the suitability of automatic computing machines for the solution of pulse propagation problems is also discussed.