The damage done by an earthquake depends primarily on two factors. First, the
intensity of shaking, which depends mainly on the magnitude of the earthquake rupture, the distance from the
epicenter, and the nature of the local soil and topography, with soft soils (e.g., sediments and fill) more likely to amplify the intensity and duration of the shaking. Second, the
design and construction of the structures being shaken, with houses built of adobe or stone, wooden houses without a well-built frame, and unreinforced masonry construction being especially vulnerable. The seismic risk had been greatly underestimated and almost all buildings and structures were designed and built without seismic considerations. In and around Beijing, from the epicenter, the shaking reached an intensity of VI on the Chinese intensity scale (similar to the
Modified Mercalli Intensity Scale), with nearly 10% of all buildings damaged, and at least 50 fatalities. The economic loss totaled to 10 billion
yuan.
Intensity XI and X zone The rupture occurred under the southern part of the city, and propagated northeastward on a fault that runs through the middle of the city. The maximum intensity was "XI" (eleven) on the 12-degree Chinese scale. Nearly every building and structure in the city collapsed, wholly or partially, infrastructure was severely damaged, and essential services, such as electric power, water supply, and communications, were entirely knocked out. This area of maximum damage – the
meizoseismal area – was approximately long and from wide, centered roughly along the railway. The area of intensity X shaking – where only new, one-story brick buildings were merely "damaged or slightly damaged", the rest being severely damaged or worse – was long and across. In this "high intensity" zone (intensity X and XI, within the red contour on the map) 20 highway bridges and five railway bridges cross the Douhe River in Tangshan; only six survived with only minor damage.
Intensity IX and VIII zone Shaking of intensity IX (or greater) occurred in a zone roughly long and — about , inner orange contour on the map – and also around the aftershocks at Luanxian and Ninghe. In this zone most buildings classified as Class III (well-built buildings of wood, masonry, or reinforced concrete) survived, but many Class II buildings (typically old wood-frame buildings lacking a well-built frame, and quite common outside of the cities) were destroyed, while a majority of Class I buildings (built of adobe or stone) were destroyed. Further out (to the outer orange contour), and around the city of Tianjin and a few isolated patches, intensity VIII shaking mostly affected Class I buildings (more than half destroyed), bridges, and tall brick chimneys. Railway track was also subject to bending or displacement, depending on soil conditions.
Coal mines Mining coal is Tangshan's principal industry; when the quake struck, around 10,000 miners were underground. For the most part, the mine roadways (tunnels) were not seriously damaged, but with the loss of electrical power there were no illumination (aside from headlamps), no ventilation, and no working lifts. It is reported that most miners escaped within hours, but that some others took two weeks to reach the surface. Most of the damage to the vertical shafts occurred within the first where they pass through the water-bearing alluvium. In many cases the concrete liner built to keep out the water cracked (particularly where not built properly), allowing a much greater inflow of water. Coupled with damage to the underground drainage system and lack of power to drive the pumps, many of the various mines flooded. Some electrical power to the mines was restored in three days, and some coal production resumed within ten days. However, de-watering, overhauling of flooded electrical equipment, and rebuilding of surface buildings and structures continued for a year and a half; the pre-earthquake level of production was not reached until the end of 1977. All of this was built "with no consideration for earthquake resistant design", although some "earthquake resistance measures" for large and medium bridges were applied following the
1975 Haicheng earthquake. These vital arteries (and other railways and branch lines) were seriously damaged by the earthquakes, mainly in the areas of intensity IX or greater shaking. (This includes a large area around Tangshan quake, and areas around Ninghe and Luanxian following the M 6.9 and M 7.4 aftershocks.) At the time of the main quake there were 28 freight trains and seven passenger trains traveling on the Beijing–Shanhaiguan line in the affected area; seven freight trains and two passenger trains derailed due to derangement of the rails, mostly south of Tangshan where the line was built on loose
alluvium,
diluvium, and occasional stretches of loose sand. Railway operations were further impaired by the loss of communications (including signalling) and water supply (for the steam locomotives), in both cases due mainly to collapse of buildings and loss of electrical power. However, the most serious damage, taking the most manpower and longest time to repair, was that involving bridges. Most difficult was where soft or liquefied soil allowed the bank to slide into the river, shifting the abutments. A more frequent problem was where an approach embankment subsided, typically leaving the rails suspended from the abutment. There were numerous cases where concrete piers and abutments were damaged due to inadequate design and construction; bridges that were strengthened following the Haicheng earthquake survived with only slight damage. It was observed that at intensity VII and above damage to the roadbed was correlated mainly with loose soil and a high water table. Conversely, bridges and rails in Tangshan City, built on dense soil with a deep water table, were largely undamaged even though subject to intensity XI shaking. Over forty-two thousand people were mobilized to quickly effect emergency repair of the railways. The Tongxian-Tuozitou line was opened for traffic on 3 August, single track of the Beijing-Shanhaiguan line opened on 7 August, and both tracks on 10 August, albeit at restricted speeds over temporary bridges and at other places where repairs were not yet complete. ==Death toll==