modules.geoSurvey
Classes
- class modules.geoSurvey.RecentlyDepositedLoess
新近堆积黄土计算判别
- Inherits from:
PipeModule
Methods:
- __init__(mname: str = 'RecentlyDepositedLoess', auto_run: bool = True, stat_tables: PortTypeHint.TableData | PortTypeHint.TableCollection | None = None, stat_table_name: str | None = None, gravity: float = 9.8) None
- recently_calc(void_ratio_list, compressibility_coefficient_list, unit_weight_list, natural_moisture_content_list)
新近堆积黄土计算
Attributes:
- InputStatTables: PortReference[PortTypeHint.TableData | PortTypeHint.TableCollection]
- OutputTableData: PortReference[PortTypeHint.TableData]
- class modules.geoSurvey.Collapsibility
黄土湿陷性计算
计算规则：
自重湿陷量：从天然地面（孔口标高）起算，反映土体在自重作用下的湿陷变形
湿陷量：从基础底面标高起算，反映基础荷载作用下的湿陷变形
- Inherits from:
PipeModule
Methods:
- __init__(mname: str = 'Collapsibility', auto_run: bool = True, tables: PortTypeHint.TableCollection | None = None, area: Literal[(陇西地区, 陇东、陕北、晋西地区, 关中地区, 其它地区)] = '陇西地区') None
Initialize Collapsibility object.
Parameters
- tablesTableCollection
钻孔表、地层表、常规试验表（湿陷系数和自重湿陷系数取自此表） area : Literal[“陇西地区”, “陇东、陕北、晋西地区”, “关中地区”, “其它地区”] 湿陷性黄土工程地质分区。
- get_profiles(layer_table, bore_table, to_mat_table) PortTypeHint.MultiProfile1D
- get_fbot_data(bore_table, to_mat_table)
- get_fbot_elev(profile, f_bot_data)
- get_sample_table(normal_test_table, bore_table)
- split_range_by_boundaries(min_val, max_val)
将给定的范围按照指定的边界值进行分段
返回：
list: 分段后的区间列表，其中的每个元素为[start, end]
- get_coll_info_under_found(fbot_elev, h_dict, dt_s_dict)
计算湿陷量时，需要考虑基底和代表土层的关系，此方法用于获取相关信息
返回值示例： {
‘num’: 5,
101: {‘dt_s’: 0.026, ‘rep_depth’: [0.5, 1.6], ‘rep_thickness_and_elev’: [1.1, 10.0, 8.9]},
102: {‘dt_s’: 0.013, ‘rep_depth’: [1.6, 2.6], ‘rep_thickness_and_elev’: [1.0, 8.9, 7.9]},
103: {‘dt_s’: 0.016, ‘rep_depth’: [2.6, 3.6], ‘rep_thickness_and_elev’: [1.0, 7.9, 6.9]},
104: {‘dt_s’: 0.045, ‘rep_depth’: [3.6, 4.6], ‘rep_thickness_and_elev’: [1.0, 6.9, 5.9]},
105: {‘dt_s’: 0.038, ‘rep_depth’: [4.6, 5.5], ‘rep_thickness_and_elev’: [0.9, 5.9, 5.0]}
}
- get_coll_calc_paras_under_found(area_id, is_gravity_coll, coll_info_under_found)
Attributes:
- InputTables: PortReference[PortTypeHint.TableCollection]
- OutputTableCollection: PortReference[PortTypeHint.TableCollection]
- class modules.geoSurvey.Liquefaction
液化判别
剖面： Profile1D(pnum="DK2", top=12.0, materials_id=[0, 1, 2], # 地层ID layers_depth=[2.2, 6.4, 20.0], isamples_id=[11, 12, 13, 14, 15, 16, 17, 18, 19, 20], # 标贯样品的ID isamples_top_depth=[0.85, 2.85, 3.85, 4.85, 5.85, 6.85, 7.85, 8.85, 9.85, 10.85], isamples_length=[0.3, 0.3, 0.3, 0.3, 0.3, 0.3, 0.3, 0.3, 0.3, 0.3], samples_id=[911, 912, 913, 914, 915, 916, 917, 918, 919, 920], # 黏粒含量样品的ID samples_depth=[0.7, 2.7, 3.7, 4.7, 5.7, 6.7, 7.7, 8.7, 9.7, 10.7] ) 材料表： { MaterialProp.MaterialID: [0, 1, 2], # 地层ID [-]，已经取好的地表下20米（或15米）深度范围内的 MaterialProp.MaterialName: ["中砂", "中砂", "中砂"], # 岩土名称 [-] MaterialProp.LayerNumber: ["1", "2", "5"], # 地层编号 [-] MaterialProp.GeoAge: ["Q4", "Q4", "Q4"] # 地质时代 [-] } units=[Units.null, Units.null, Units.null, Units.null, Units.percent] 样品表： isamples_table_spt_df = pd.DataFrame({ MaterialProp.MaterialID: [11, 12, 13, 14, 15, 16, 17, 18, 19, 20], # 样品ID [-] MaterialProp.SPTNumber: [6, 8, 9, 10, 12, 13, 14, 15, 15, 16] # 标贯击数的实测值 [-]，没有取None }) units=[Units.null, Units.null] samples_table_rhoc_df = pd.DataFrame({ MaterialProp.MaterialID: [911, 912, 913, 914, 915, 916, 917, 918, 919, 920], # 样品ID [-] MaterialProp.ClayContent: [3.1, 3.2, None, 3.4, 3.5, 3.6, 3.7, 3.8, 3.9, 4.0] # 黏粒含量 [%]，没有取None }) units=[Units.null, Units.percent] 参数： seismic_intensity: 抗震设防烈度，str，取值范围["6", "7", "7.5", "8", "8.5", "9"] 6度（0.05g）取"6" 7度（0.10g）取"7" 7度（0.15g）取"7.5" 8度（0.20g）取"8" 8度（0.30g）取"8.5" 9度（0.40g）取"9" is_special_bld: 是否特殊类型的建筑，bool 特殊类型的建筑指：对液化沉陷敏感的乙类建筑 seismic_group: 设计地震分组，int，取值范围[1, 2, 3] 第一组取1，第二组取2，第三组取3 anti_float_water_level: 抗浮水位高程 [m]，float f_bottom_elev: 基础底面高程 [m]，float- Inherits from:
PipeModule
Methods:
- __init__(mname: str = 'Liquefaction', auto_run: bool = True, tables: PortTypeHint.TableCollection | None = None, layer_order_tables: PortTypeHint.TableCollection | None = None, clay_stat_table: PortTypeHint.TableData | PortTypeHint.TableCollection | None = None, liq_just_depth: Literal[(20, 15)] | None = 20, seismic_intensity: Literal[(6度（0.05g）, 7度（0.10g）, 7度（0.15g）, 8度（0.20g）, 8度（0.30g）, 9度（0.40g）)] | None = '7度（0.10g）', is_special_bld: bool | None = False, seismic_group: Literal[(1, 2, 3)] | None = 3, anti_float_water_level: float | None = 10000.0, f_bottom_elev: float | None = 0.0) None
- get_layer_type_data(layer_order_table)
- get_profiles(used_bore_id, layer_num_to_id, layer_table, bore_table, liq_just_depth, spt_data, rhoc_data, use_test_data=False, execute_print=False) PortTypeHint.MultiProfile1D
- get_mat_table(layer_order_table, use_test_data=False, execute_print=False)
- get_spt_table(spt_table, use_test_data=False)
- get_rhoc_table(used_bore_id, clay_stat_table, layer_type_map, layer_table, use_test_data=False)
Attributes:
- InputTables: PortReference[PortTypeHint.TableCollection]
- InputLayerOrderTables: PortReference[PortTypeHint.TableCollection]
- InputClayStatTable: PortReference[PortTypeHint.TableData | PortTypeHint.TableCollection]
- OutputTableCollection: PortReference[PortTypeHint.TableCollection]
- class modules.geoSurvey.SeismicDesignParameters
Get the seismis design parameters by longitude and latitude of a point based on GB 18306
- Inherits from:
PipeModule
Methods:
- __init__(mname: str = 'SeismicDesignParameters', auto_run: bool = True, point: PortTypeHint.ResultModel | None = None, token: str | None = None, host: str | None = None, gdim: bool = True) None
Initialize SeismicDesignParameters object
Attributes:
- InputToken: PortReference[PortTypeHint.Token]
- InputPoint: PortReference[PortTypeHint.ResultModel]
- OutputResult: PortReference[PortTypeHint.ResultModel]
- class modules.geoSurvey.WaterSoilCorrosion
水土腐蚀性评价模块
Evaluates the corrosivity of water or soil on concrete and steel structures according to Chinese standard GB 50021.
Column mapping supports flexible input: keys may be field names or titles of the input
``TableData``, and values may be``GeoMaterialProps``enum values or titles. When no mapping is provided the module auto-detects columns by trying the``GeoMaterialProps``field name first, then the field title.- Inherits from:
PipeModule
Methods:
- __init__(mname: str = 'WaterSoilCorrosion', auto_run: bool = True, table: PortTypeHint.TableCollection | PortTypeHint.TableData | None = None, evaluation: Literal[water, soil] = 'water', env_type: Literal[class1, class2, class3] = 'class1', soil_type_Cl: Literal[A, B] = 'A', soil_type_PH: Literal[A, B] = 'A', data_table_name: str | None = None, water_columns_map: dict[str, str] | None = None, soil_columns_map: dict[str, str] | None = None) None
Initialize WaterSoilCorrosion object
Attributes:
- InputTable: PortReference[PortTypeHint.TableCollection | PortTypeHint.TableData]
- OutputEnvResult: PortReference[PortTypeHint.TableCollection]
- OutputClResult: PortReference[PortTypeHint.TableCollection]
- OutputPHResult: PortReference[PortTypeHint.TableCollection]
- OutputPermeabilityResult: PortReference[PortTypeHint.TableCollection]